 
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 100 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 0.35L of the beam length.
                     (9)The beam lifting and supporting points are 2.625' and 9', respectively.
                     (10)The girder concrete strengths at release and at final are 6.0 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_54c8.tmp\D100-0_35\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 =   2826832.75
 
SPAN DATA
---------
Precast length    , ft =    101.000
Bearing-to-bearing, ft =    100.000
Release span      , ft =    101.000
 
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      =   4286.830        3586.620
K1            =      1.000           1.000
f'ci,ksi      =      6.000 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     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  100.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010  100.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064  100.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010  100.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070  100.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010  100.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070  100.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010  100.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070  100.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056  100.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010  100.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064  100.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   50.000
   1    2        0.285   50.000
   1    3        0.285   50.000
   1    4        0.285   50.000
   1    5        0.143   47.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  100.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  100.00   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    0.051     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          4066.8 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 4286.83 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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.35 ft from member end )
 
END PATTERN (Ycg = 13.96 in):
 
  8 @  2.000 in 4 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in  
 
(B) Straight:
 
  8 @  2.000 in 4 @  4.000 in 6 @  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   10.47   3.5000   4.3799 No        
       2 US#5[M16]  60.0  0.62   11.88   4.3799   5.3701 No        
       2 US#4[M13]  60.0  0.40   11.88   3.8750   7.8333 Yes       
       2 US#4[M13]  60.0  0.40   14.00   7.8333  13.6667 Yes       
       2 US#4[M13]  60.0  0.40   17.00  13.6667  87.3333 Yes       
       2 US#4[M13]  60.0  0.40   14.00  87.3333  93.1667 Yes       
       2 US#4[M13]  60.0  0.40   11.88  93.1667  97.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.88  95.6299  96.6201 No        
       2 US#5[M16]  60.0  0.62   10.47  96.6201  97.5000 No        
       2 US#5[M16]  60.0  0.62    9.00  97.5000  99.7500 No        
       2 US#5[M16]  60.0  0.62    7.50  99.7500 100.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 100.3750 100.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  97.1250 100.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  99.8750 100.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.35 ft from member end )
 
END PATTERN (Ycg = 13.96 in):
 
  8 @  2.000 in 4 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in  
 
(B) Straight:
 
  8 @  2.000 in 4 @  4.000 in 6 @  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   10.47   3.5000   4.3799 No        
       2 US#5[M16]  60.0  0.62   11.88   4.3799   5.3701 No        
       2 US#4[M13]  60.0  0.40   11.88   3.8750   7.8333 Yes       
       2 US#4[M13]  60.0  0.40   14.00   7.8333  13.6667 Yes       
       2 US#4[M13]  60.0  0.40   17.00  13.6667  87.3333 Yes       
       2 US#4[M13]  60.0  0.40   14.00  87.3333  93.1667 Yes       
       2 US#4[M13]  60.0  0.40   11.88  93.1667  97.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.88  95.6299  96.6201 No        
       2 US#5[M16]  60.0  0.62   10.47  96.6201  97.5000 No        
       2 US#5[M16]  60.0  0.62    9.00  97.5000  99.7500 No        
       2 US#5[M16]  60.0  0.62    7.50  99.7500 100.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 100.3750 100.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  97.1250 100.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  99.8750 100.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.35 ft from member end )
 
END PATTERN (Ycg = 13.96 in):
 
  8 @  2.000 in 4 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in  
 
(B) Straight:
 
  8 @  2.000 in 4 @  4.000 in 6 @  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   10.47   3.5000   4.3799 No        
       2 US#5[M16]  60.0  0.62   11.88   4.3799   5.3701 No        
       2 US#4[M13]  60.0  0.40   11.88   3.8750   7.8333 Yes       
       2 US#4[M13]  60.0  0.40   14.00   7.8333  13.6667 Yes       
       2 US#4[M13]  60.0  0.40   17.00  13.6667  87.3333 Yes       
       2 US#4[M13]  60.0  0.40   14.00  87.3333  93.1667 Yes       
       2 US#4[M13]  60.0  0.40   11.88  93.1667  97.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.88  95.6299  96.6201 No        
       2 US#5[M16]  60.0  0.62   10.47  96.6201  97.5000 No        
       2 US#5[M16]  60.0  0.62    9.00  97.5000  99.7500 No        
       2 US#5[M16]  60.0  0.62    7.50  99.7500 100.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 100.3750 100.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  97.1250 100.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  99.8750 100.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.35 ft from member end )
 
END PATTERN (Ycg = 13.96 in):
 
  8 @  2.000 in 4 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in  
 
(B) Straight:
 
  8 @  2.000 in 4 @  4.000 in 6 @  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   10.47   3.5000   4.3799 No        
       2 US#5[M16]  60.0  0.62   11.88   4.3799   5.3701 No        
       2 US#4[M13]  60.0  0.40   11.88   3.8750   7.8333 Yes       
       2 US#4[M13]  60.0  0.40   14.00   7.8333  13.6667 Yes       
       2 US#4[M13]  60.0  0.40   17.00  13.6667  87.3333 Yes       
       2 US#4[M13]  60.0  0.40   14.00  87.3333  93.1667 Yes       
       2 US#4[M13]  60.0  0.40   11.88  93.1667  97.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.88  95.6299  96.6201 No        
       2 US#5[M16]  60.0  0.62   10.47  96.6201  97.5000 No        
       2 US#5[M16]  60.0  0.62    9.00  97.5000  99.7500 No        
       2 US#5[M16]  60.0  0.62    7.50  99.7500 100.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 100.3750 100.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  97.1250 100.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  99.8750 100.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.35 ft from member end )
 
END PATTERN (Ycg = 13.96 in):
 
  8 @  2.000 in 4 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in  
 
(B) Straight:
 
  8 @  2.000 in 4 @  4.000 in 6 @  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   10.47   3.5000   4.3799 No        
       2 US#5[M16]  60.0  0.62   11.88   4.3799   5.3701 No        
       2 US#4[M13]  60.0  0.40   11.88   3.8750   7.8333 Yes       
       2 US#4[M13]  60.0  0.40   14.00   7.8333  13.6667 Yes       
       2 US#4[M13]  60.0  0.40   17.00  13.6667  87.3333 Yes       
       2 US#4[M13]  60.0  0.40   14.00  87.3333  93.1667 Yes       
       2 US#4[M13]  60.0  0.40   11.88  93.1667  97.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.88  95.6299  96.6201 No        
       2 US#5[M16]  60.0  0.62   10.47  96.6201  97.5000 No        
       2 US#5[M16]  60.0  0.62    9.00  97.5000  99.7500 No        
       2 US#5[M16]  60.0  0.62    7.50  99.7500 100.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 100.3750 100.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  97.1250 100.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  99.8750 100.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       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  100.00
     DC  Line       0.010      0.00       0.010  100.00
     DC  Line       0.064      0.00       0.064  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.000 ft
Release length = 101.000 ft
Design  length = 100.000 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)  : 0.588   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.760   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.819   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1178.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554873 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.7 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.60    19.70    29.80    39.90    50.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    644.8    675.2    675.2    675.2    675.2    675.2    675.2    675.2
  Yb      ,  in    24.27    23.77    23.76    23.67    23.53    23.39    23.32    23.32
  MI(Ixx) , in4   215643   219289   219308   220817   223388   226427   228122   228122
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1184.5   1213.1   1213.1   1213.1   1213.1   1213.1   1213.1   1213.1
  Yb      ,  in    39.79    39.16    39.16    39.11    39.04    38.96    38.93    38.93
  MI(Ixx) , in4   558746   578698   578741   582070   587252   592885   595871   595871

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4066.8 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         =    4286.83 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:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.35 ft from member end )
END PATTERN (Ycg = 13.96 in):
     8 @  2.000 in     4 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
     8 @  2.000 in     4 @  4.000 in     6 @  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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.743 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.678 ft
Holddown Force        =  25.443 kips     Beam Shrtng (PL/AE)   =      0.526 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)       
--------------------------------------------------------------------------------------
      2830.124         740 2094.292     16.592 67196.711   730.938     259.868        
 
 
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      10.47       3.5000      4.3799     No
      2      US#5[M16]       60.00        0.62      11.88       4.3799      5.3701     No
      2      US#4[M13]       60.00        0.40      11.88       3.8750      7.8333    Yes
      2      US#4[M13]       60.00        0.40      14.00       7.8333     13.6667    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6667     87.3333    Yes
      2      US#4[M13]       60.00        0.40      14.00      87.3333     93.1667    Yes
      2      US#4[M13]       60.00        0.40      11.88      93.1667     97.1250    Yes
      2      US#5[M16]       60.00        0.62      11.88      95.6299     96.6201     No
      2      US#5[M16]       60.00        0.62      10.47      96.6201     97.5000     No
      2      US#5[M16]       60.00        0.62       9.00      97.5000     99.7500     No
      2      US#5[M16]       60.00        0.62       7.50      99.7500    100.3750     No
      2      US#5[M16]       60.00        0.62       3.00     100.3750    100.6250     No
      2      US#4[M13]       60.00        0.40       9.00      97.1250    100.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      99.8750    100.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  4.86 in
         P_init    =     1191.0 kips  Ecc = 19.51 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.427 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.50 ksi    0.00 ksi
    due to Composite Loads                                 -2.44 ksi    0.00 ksi
    due to Live Loads                                      -6.59 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)             8.76 ksi ( 4.47 %)
Total Prestress Losses                                    25.77 ksi (13.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0    15.9    16.4    56.4   102.9   136.0   155.9   162.6
DC(Max)     V       6.5     6.2     6.2     5.3     3.9     2.6     1.3     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    81.9    84.9   291.8   531.8   703.3   806.2   840.5
Haunch (Max)V      33.6    31.9    31.9    27.2    20.4    13.6     6.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.4     2.1     2.9     3.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   184.3   191.0   652.3  1177.2  1536.4  1749.5  1805.8
            V      97.3    94.0    93.8    84.4    71.3    58.2    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    97.3    94.0    93.9    84.5    72.2    60.4    49.2    38.4
            M       0.0   182.0   188.5   633.9  1111.4  1407.0  1533.1  1502.2
Total     : M+      0.0   415.5   430.7  1475.6  2678.0  3521.4  4025.4  4179.1
            V     192.2   184.1   183.8   161.1   128.8    96.5    59.2    26.9
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   192.2   184.1   183.8   161.2   129.7    98.8    68.4    38.5
            M       0.0   413.2   428.2  1457.1  2612.3  3392.1  3809.0  3875.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M     155.9   136.0   102.9    56.4    16.4    15.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.2     6.5
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     806.2   703.3   531.8   291.8    84.9    81.9     0.0
Haunch (Max)V       6.8    13.6    20.4    27.2    31.9    31.9    33.6
Diaphragm : M       2.9     2.1     1.4     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1749.5  1536.4  1177.2   652.3   191.0   184.3     0.0
            V      40.0    58.2    71.3    84.4    93.8    94.0    97.3
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    49.2    60.4    72.2    84.5    93.9    94.0    97.3
            M    1533.1  1407.0  1111.4   633.9   188.5   182.0     0.0
Total     : M+   4025.4  3521.4  2678.0  1475.6   430.7   415.5     0.0
            V      59.2    96.5   128.8   161.1   183.8   184.1   192.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    68.4    98.8   129.7   161.2   183.8   184.1   192.2
            M    3809.0  3392.1  2612.3  1457.1   428.2   413.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.3             33.3
Deck+Haunch            33.6             33.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           33.0             33.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0    15.9    16.4    56.4   102.9   136.0   155.9   162.6
DC(Max)     V       6.5     6.2     6.2     5.3     3.9     2.6     1.3     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    81.9    84.9   291.8   531.8   703.3   806.2   840.5
Haunch (Max)V      33.6    31.9    31.9    27.2    20.4    13.6     6.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.4     2.1     2.9     3.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   147.4   152.8   521.9   941.7  1229.1  1399.6  1444.7
            V      77.9    75.2    75.1    67.6    57.0    46.5    32.0    21.5
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    77.9    75.2    75.1    67.6    57.8    48.3    39.3    30.8
            M       0.0   145.6   150.8   507.1   889.1  1125.6  1226.5  1201.7
Total     : M+      0.0   378.6   392.5  1345.2  2442.6  3214.2  3675.5  3817.9
            V     172.7   165.3   165.0   144.2   114.6    84.9    51.2    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   172.7   165.3   165.0   144.3   115.3    86.7    58.6    30.8
            M       0.0   376.8   390.5  1330.4  2390.0  3110.7  3502.3  3575.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M     155.9   136.0   102.9    56.4    16.4    15.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.2     6.5
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     806.2   703.3   531.8   291.8    84.9    81.9     0.0
Haunch (Max)V       6.8    13.6    20.4    27.2    31.9    31.9    33.6
Diaphragm : M       2.9     2.1     1.4     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1399.6  1229.1   941.7   521.9   152.8   147.4     0.0
            V      32.0    46.5    57.0    67.6    75.1    75.2    77.9
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    39.3    48.3    57.8    67.6    75.1    75.2    77.9
            M    1226.5  1125.6   889.1   507.1   150.8   145.6     0.0
Total     : M+   3675.5  3214.2  2442.6  1345.2   392.5   378.6     0.0
            V      51.2    84.9   114.6   144.2   165.0   165.3   172.7
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    58.6    86.7   115.3   144.3   165.0   165.3   172.7
            M    3502.3  3110.7  2390.0  1330.4   390.5   376.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0   101.4   105.1   360.9   657.8   869.9   997.1  1039.6
(Max)       V      41.6    39.5    39.4    33.6    25.2    16.8     8.4     0.0
Self wt.  : M       0.0    73.0    75.6   259.8   473.6   626.3   717.9   748.5
(Min)       V      29.9    28.4    28.4    24.2    18.1    12.1     6.0     0.0
DL-Prec.  : M       0.0    19.8    20.5    70.5   128.6   170.0   194.9   203.2
DC(Max)     V       8.1     7.7     7.7     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0    14.3    14.8    50.8    92.6   122.4   140.3   146.3
DC(Min)     V       5.9     5.6     5.5     4.7     3.5     2.4     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   102.4   106.2   364.7   664.8   879.1  1007.7  1050.6
Haunch (Max)V      42.0    39.9    39.8    34.0    25.5    17.0     8.5     0.0
Deck +    : M       0.0    73.7    76.4   262.6   478.6   633.0   725.5   756.4
Haunch (Min)V      30.3    28.7    28.7    24.4    18.3    12.2     6.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.9     1.8     2.7     3.6     4.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     1.9     2.6     3.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    45.1    46.7   160.6   292.7   387.0   443.6   462.5
DC(Max)     V      18.5    17.6    17.5    14.9    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    32.5    33.7   115.6   210.7   278.6   319.4   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.1    25.0    85.9   156.6   207.1   237.4   247.5
DW(Max)     V       9.9     9.4     9.4     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.5    10.8    37.2    67.9    89.7   102.9   107.2
DW(Min)     V       4.3     4.1     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   322.5   334.2  1141.6  2060.0  2688.7  3061.7  3160.2
            V     170.3   164.4   164.2   147.8   124.8   101.8    70.0    47.0
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   170.3   164.5   164.2   147.9   126.3   105.7    86.1    67.3
            M       0.0   318.4   330.0  1109.2  1945.0  2462.3  2683.0  2628.8
Total     : M+      0.0   615.5   638.0  2185.0  3962.2  5204.5  5946.0  6168.0
            V     290.5   278.7   278.2   244.9   197.7   150.4    94.3    47.1
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   290.5   278.7   278.2   245.0   199.2   154.4   110.4    67.4
            M       0.0   611.5   633.7  2152.7  3847.1  4978.1  5567.4  5636.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     997.1   869.9   657.8   360.9   105.1   101.4     0.0
(Max)       V       8.4    16.8    25.2    33.6    39.4    39.5    41.6
Self wt.  : M     717.9   626.3   473.6   259.8    75.6    73.0     0.0
(Min)       V       6.0    12.1    18.1    24.2    28.4    28.4    29.9
DL-Prec.  : M     194.9   170.0   128.6    70.5    20.5    19.8     0.0
DC(Max)     V       1.6     3.3     4.9     6.6     7.7     7.7     8.1
DL-Prec.  : M     140.3   122.4    92.6    50.8    14.8    14.3     0.0
DC(Min)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1007.7   879.1   664.8   364.7   106.2   102.4     0.0
Haunch (Max)V       8.5    17.0    25.5    34.0    39.8    39.9    42.0
Deck +    : M     725.5   633.0   478.6   262.6    76.4    73.7     0.0
Haunch (Min)V       6.1    12.2    18.3    24.4    28.7    28.7    30.3
Diaphragm : M       3.6     2.7     1.8     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       2.6     1.9     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     443.6   387.0   292.7   160.6    46.7    45.1     0.0
DC(Max)     V       3.7     7.5    11.2    14.9    17.5    17.6    18.5
DL-Comp   : M     319.4   278.6   210.7   115.6    33.7    32.5     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     237.4   207.1   156.6    85.9    25.0    24.1     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.4     9.4     9.9
DL-Comp   : M     102.9    89.7    67.9    37.2    10.8    10.5     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.1     4.3
LL + I    : M+   3061.7  2688.7  2060.0  1141.6   334.2   322.5     0.0
            V      70.0   101.8   124.8   147.8   164.2   164.4   170.3
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    86.1   105.7   126.3   147.9   164.2   164.5   170.3
            M    2683.0  2462.3  1945.0  1109.2   330.0   318.4     0.0
Total     : M+   5946.0  5204.5  3962.2  2185.0   638.0   615.5     0.0
            V      94.3   150.4   197.7   244.9   278.2   278.7   290.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.4   154.4   199.2   245.0   278.2   278.7   290.5
            M    5567.4  4978.1  3847.1  2152.7   633.7   611.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.6             41.6
Deck+Haunch            42.0             42.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.1              8.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           49.5             49.5
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    15.9    16.4    56.4   102.9   136.0   155.9   162.6
DC(Max)     V       6.5     6.2     6.2     5.3     3.9     2.6     1.3     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    81.9    84.9   291.8   531.8   703.3   806.2   840.5
Haunch (Max)V      33.6    31.9    31.9    27.2    20.4    13.6     6.8     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     0.2     0.2     0.7     1.4     2.1     2.9     3.6
(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    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   182.7   189.3   639.0  1128.6  1466.8  1641.1  1628.0
            V      97.0    94.0    93.8    85.2    73.3    55.9    44.0    32.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.0    94.0    93.8    85.2    73.3    61.4    49.6    37.7
            M       0.0   182.7   189.3   639.0  1128.6  1430.9  1545.8  1473.5
Total     : M+      0.0   413.9   429.0  1462.3  2629.5  3451.8  3916.9  4001.3
            V     191.9   184.1   183.8   161.8   130.8    94.3    63.3    32.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.9   184.1   183.8   161.8   130.8    99.8    68.8    37.8
            M       0.0   413.9   429.0  1462.3  2629.5  3415.9  3821.7  3846.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
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     155.9   136.0   102.9    56.4    16.4    15.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.2     6.5
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     806.2   703.3   531.8   291.8    84.9    81.9     0.0
Haunch (Max)V       6.8    13.6    20.4    27.2    31.9    31.9    33.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.9     2.1     1.4     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
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     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
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+   1641.1  1466.8  1128.6   639.0   189.3   182.7     0.0
            V      44.0    55.9    73.3    85.2    93.8    94.0    97.0
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    49.6    61.4    73.3    85.2    93.8    94.0    97.0
            M    1545.8  1430.9  1128.6   639.0   189.3   182.7     0.0
Total     : M+   3916.9  3451.8  2629.5  1462.3   429.0   413.9     0.0
            V      63.3    94.3   130.8   161.8   183.8   184.1   191.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    68.8    99.8   130.8   161.8   183.8   184.1   191.9
            M    3821.7  3415.9  2629.5  1462.3   429.0   413.9     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top    0.020   0.024   0.021  -0.218  -0.556  -0.885  -1.045  -1.045
Bottom         0.474   2.741   2.744   2.921   3.168   3.402   3.514   3.514
 
Self wt.
Precast-top   -0.000   0.134   0.139   0.476   0.861   1.129   1.288   1.342
Bottom        -0.000  -0.105  -0.109  -0.371  -0.665  -0.862  -0.978  -1.020
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.027   0.093   0.168   0.221   0.252   0.262
Bottom        -0.000  -0.021  -0.021  -0.073  -0.130  -0.169  -0.191  -0.199
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.136   0.141   0.481   0.871   1.141   1.301   1.357
Bottom        -0.000  -0.107  -0.110  -0.375  -0.672  -0.872  -0.989  -1.031
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.015   0.051   0.093   0.122   0.139   0.145
Precast-top   -0.000   0.011   0.012   0.039   0.072   0.094   0.108   0.112
Bottom        -0.000  -0.029  -0.030  -0.104  -0.187  -0.244  -0.278  -0.290
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.023   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.005   0.018   0.032   0.042   0.048   0.050
Bottom        -0.000  -0.013  -0.014  -0.046  -0.083  -0.109  -0.124  -0.129
 
LL+I(+)
Topping-top   -0.000   0.074   0.076   0.260   0.467   0.606   0.687   0.710
Precast-top   -0.000   0.057   0.059   0.200   0.360   0.468   0.531   0.548
Bottom        -0.000  -0.150  -0.155  -0.526  -0.939  -1.212  -1.372  -1.416
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.095   0.098   0.334   0.601   0.782   0.889   0.920 
Precast-top    0.020   0.393   0.403   1.090   1.810   2.213   2.487   2.632 
Bottom         0.474   2.316   2.303   1.426   0.490  -0.068  -0.422  -0.576 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.022   0.074   0.134   0.177   0.202   0.210 
Precast-top    0.020   0.336   0.345   0.890   1.450   1.746   1.956   2.084 
Bottom         0.474   2.466   2.458   1.952   1.429   1.143   0.950   0.840 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top    0.020   0.024   0.021  -0.218  -0.556  -0.885  -1.045  -1.045
Bottom         0.474   2.741   2.744   2.921   3.168   3.402   3.514   3.514
 
Self wt.
Precast-top   -0.000   0.134   0.139   0.476   0.861   1.129   1.288   1.342
Bottom        -0.000  -0.105  -0.109  -0.371  -0.665  -0.862  -0.978  -1.020
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.027   0.093   0.168   0.221   0.252   0.262
Bottom        -0.000  -0.021  -0.021  -0.073  -0.130  -0.169  -0.191  -0.199
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.136   0.141   0.481   0.871   1.141   1.301   1.357
Bottom        -0.000  -0.107  -0.110  -0.375  -0.672  -0.872  -0.989  -1.031
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.015   0.051   0.093   0.122   0.139   0.145
Precast-top   -0.000   0.011   0.012   0.039   0.072   0.094   0.108   0.112
Bottom        -0.000  -0.029  -0.030  -0.104  -0.187  -0.244  -0.278  -0.290
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.023   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.005   0.018   0.032   0.042   0.048   0.050
Bottom        -0.000  -0.013  -0.014  -0.046  -0.083  -0.109  -0.124  -0.129
 
LL+I(+)
Topping-top   -0.000   0.059   0.061   0.208   0.374   0.485   0.550   0.568
Precast-top   -0.000   0.045   0.047   0.160   0.288   0.374   0.425   0.438
Bottom        -0.000  -0.120  -0.124  -0.421  -0.751  -0.969  -1.097  -1.133
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.083   0.282   0.508   0.661   0.752   0.778 
Precast-top    0.020   0.382   0.392   1.050   1.738   2.120   2.380   2.523 
Bottom         0.474   2.346   2.334   1.531   0.678   0.174  -0.148  -0.293 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
F_LL+I(+)
Topping-top   -0.000   0.073   0.076   0.255   0.448   0.578   0.645   0.640
Precast-top   -0.000   0.056   0.058   0.196   0.345   0.446   0.498   0.494
Bottom        -0.000  -0.148  -0.154  -0.515  -0.900  -1.157  -1.287  -1.276
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.084   0.087   0.292   0.515   0.667   0.746   0.745 
Precast-top    0.010   0.224   0.231   0.641   1.070   1.319   1.476   1.536 
Bottom         0.237   1.085   1.075   0.461  -0.186  -0.585  -0.812  -0.856 
 

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
    290.5    7.0   57.7    0.523   3.7   6.00e-3 50.0    288.7     1.199    5.493      0.00
      0.0    0.6   57.4     31.5 0.106      30.3 0.87    24.00     0.121    2.345 
Transfer:   3.00
    278.7    7.0   57.7    3.139  22.3  -0.03e-3 28.9    121.2     0.240    1.360      0.00
    611.5    3.8   55.8    189.0 0.098     166.2 4.91    24.00     0.121    2.438 
Critical:   5.13
    268.5    7.0   57.7    3.541  22.3  -0.07e-3 28.8    105.7     0.209    1.030      0.00
   1079.7    4.2   55.6    189.0 0.095     170.3 5.06    24.00     0.121    2.394 
0.1L    :  10.10
    245.0    7.0   57.7    4.467  22.3  -0.06e-3 28.8     82.6     0.165    0.343      0.00
   2152.7    5.3   55.0    189.0 0.086     167.3 5.02    24.00     0.121    1.327 
0.2L    :  20.20
    199.2    7.0   53.5    6.076  22.3  -0.02e-3 28.9     49.3     0.121    0.282      0.00
   3847.1    5.7   50.7    189.0 0.075     149.8 4.88    24.00     0.121    1.362 
0.3L    :  30.30
    154.4    7.0   56.1    6.076  22.3   0.61e-3 31.1     42.9     0.121    0.282      0.00
   4978.1    5.7   53.2    189.0 0.053     106.3 3.29    24.00     0.121    1.475 
0.4L    :  40.40
    110.4    7.0   57.4    6.076   0.0   1.08e-3 32.8     35.0     0.121    0.282      0.00
   5567.4    5.7   54.5    189.0 0.043      87.7 2.65    24.00     0.121    1.690 
0.5L    :  50.50
     67.4    7.0   57.4    6.076   0.0   0.92e-3 32.2      0.0     0.121    0.282      0.00
   5636.6    5.7   54.5    189.0 0.026      93.9 2.84    24.00     0.121    2.888 
0.6L    :  60.60
    110.4    7.0   57.4    6.076   0.0   1.08e-3 32.8     35.0     0.121    0.282      0.00
   5567.4    5.7   54.5    189.0 0.043      87.7 2.65    24.00     0.121    1.690 
0.7L    :  70.70
    154.4    7.0   56.1    6.076  22.3   0.61e-3 31.1     42.9     0.121    0.282      0.00
   4978.1    5.7   53.2    189.0 0.053     106.3 3.29    24.00     0.121    1.475 
0.8L    :  80.80
    199.2    7.0   53.5    6.076  22.3  -0.02e-3 28.9     49.3     0.121    0.282      0.00
   3847.1    5.7   50.7    189.0 0.075     149.8 4.88    24.00     0.121    1.362 
0.9L    :  90.90
    245.0    7.0   57.7    4.467  22.3  -0.06e-3 28.8     82.6     0.165    0.343      0.00
   2152.7    5.3   55.0    189.0 0.086     167.3 5.02    24.00     0.121    1.327 
Critical:  95.87
    268.5    7.0   57.7    3.541  22.3  -0.07e-3 28.8    105.7     0.209    1.030      0.00
   1079.7    4.2   55.6    189.0 0.095     170.3 5.06    24.00     0.121    2.394 
Transfer:  98.00
    278.7    7.0   57.7    3.139  22.3  -0.03e-3 28.9    121.2     0.240    1.360      0.00
    611.5    3.8   55.8    189.0 0.098     166.2 4.91    24.00     0.121    2.438 
Bearing : 100.50
    290.5    7.0   57.7    0.523   3.7   6.00e-3 50.0    288.7     1.199    5.493      0.00
      0.0    0.6   57.4     31.5 0.106      30.3 0.87    24.00     0.121    2.345 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    290.5      5.63     57.70    0.64       57.38    24.00      0.160      1.475      0.229      0.533 
Transfer:      2.50
    278.7      5.55     57.70    3.77       55.82    24.00      0.160      1.449      0.213      0.533 
Critical:      4.63
    268.6      5.37     57.70    4.24       55.58    24.00      0.160      1.390      0.178      0.404 
0.1L    :      9.60
    245.0      4.95     57.70    5.32       55.05    24.00      0.160      1.249      0.093      0.343 
0.2L    :     19.70
    199.2      4.37     53.49    5.68       50.65    24.00      0.160      1.057      0.000      0.282 
0.3L    :     29.80
    154.4      3.22     56.09    5.69       53.25    24.00      0.160      0.674      0.000      0.282 
0.4L    :     39.90
    110.4      2.25     57.39    5.69       54.55    24.00      0.160      0.350      0.000      0.282 
0.5L    :     50.00
     67.4      1.37     57.39    5.69       54.55    24.00      0.160      0.057      0.000      0.282 
0.6L    :     60.10
    110.4      2.25     57.39    5.69       54.55    24.00      0.160      0.350      0.000      0.282 
0.7L    :     70.20
    154.4      3.22     56.09    5.69       53.25    24.00      0.160      0.674      0.000      0.282 
0.8L    :     80.30
    199.2      4.37     53.49    5.68       50.65    24.00      0.160      1.057      0.000      0.282 
0.9L    :     90.40
    245.0      4.95     57.70    5.32       55.05    24.00      0.160      1.249      0.093      0.343 
Critical:     95.37
    268.6      5.37     57.70    4.24       55.58    24.00      0.160      1.390      0.178      0.404 
Transfer:     97.50
    278.7      5.55     57.70    3.77       55.82    24.00      0.160      1.449      0.213      0.533 
Bearing :    100.00
    290.5      5.63     57.70    0.64       57.38    24.00      0.160      1.475      0.229      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.60 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
Deck + Haunch  :                       -0.482  2.30     -1.109
DL-Prec. (DC)  :                       -0.093  3.00     -0.280
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.081  3.00     -0.242
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 19.70 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
Deck + Haunch  :                       -0.926  2.30     -2.130
DL-Prec. (DC)  :                       -0.179  3.00     -0.537
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.155  3.00     -0.465
DL-Comp. (DW)  :                       -0.069  3.00     -0.208
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 29.80 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
Deck + Haunch  :                       -1.262  2.30     -2.902
DL-Prec. (DC)  :                       -0.244  3.00     -0.732
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.212  3.00     -0.636
DL-Comp. (DW)  :                       -0.095  3.00     -0.284
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 39.90 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
Deck + Haunch  :                       -1.472  2.30     -3.385
DL-Prec. (DC)  :                       -0.285  3.00     -0.854
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.248  3.00     -0.744
DL-Comp. (DW)  :                       -0.111  3.00     -0.332
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 50.00 ft
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
Deck + Haunch  :                       -1.547  2.30     -3.558
DL-Prec. (DC)  :                       -0.299  3.00     -0.898
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.261  3.00     -0.782
DL-Comp. (DW)  :                       -0.116  3.00     -0.349
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 60.10 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
Deck + Haunch  :                       -1.472  2.30     -3.385
DL-Prec. (DC)  :                       -0.285  3.00     -0.854
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.248  3.00     -0.744
DL-Comp. (DW)  :                       -0.111  3.00     -0.332
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 70.20 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
Deck + Haunch  :                       -1.262  2.30     -2.902
DL-Prec. (DC)  :                       -0.244  3.00     -0.732
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.212  3.00     -0.636
DL-Comp. (DW)  :                       -0.095  3.00     -0.284
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 80.30 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
Deck + Haunch  :                       -0.926  2.30     -2.130
DL-Prec. (DC)  :                       -0.179  3.00     -0.537
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.155  3.00     -0.465
DL-Comp. (DW)  :                       -0.069  3.00     -0.208
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 90.40 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
Deck + Haunch  :                       -0.482  2.30     -1.109
DL-Prec. (DC)  :                       -0.093  3.00     -0.280
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.081  3.00     -0.242
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
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
   615.5    49.1  3.995  263.2    4.4   3.77   4133.0  0.038T 1.00       -       -     -     -  
H/2     :   2.59
   638.0    49.1  4.017  263.1    4.5   3.79   4156.7  0.038T 1.00       -       -     -     -  
0.1L    :   9.60
  2185.0    50.9  5.685  260.7    6.3   5.32   5956.9  0.026T 1.00       -       -     -     -  
0.2L    :  19.70
  3962.2    53.5  6.076  260.6    6.7   5.68   6682.3  0.024T 1.00   5007.6  5007.6    1.33    -  
0.3L    :  29.80
  5204.5    56.1  6.076  261.0    6.7   5.69   7036.4  0.024T 1.00   5199.7  5199.7    1.35    -  
0.4L    :  39.90
  5946.0    57.4  6.076  261.2    6.7   5.69   7213.5  0.024T 1.00   5276.8  5276.8    1.37    -  
0.5L    :  50.00
  6168.0    57.4  6.076  261.2    6.7   5.69   7213.5  0.024T 1.00   5234.1  5234.1    1.38    -  
0.6L    :  60.10
  5946.0    57.4  6.076  261.2    6.7   5.69   7213.5  0.024T 1.00   5276.8  5276.8    1.37    -  
0.7L    :  70.20
  5204.5    56.1  6.076  261.0    6.7   5.69   7036.4  0.024T 1.00   5199.7  5199.7    1.35    -  
0.8L    :  80.30
  3962.2    53.5  6.076  260.6    6.7   5.68   6682.3  0.024T 1.00   5007.6  5007.6    1.33    -  
0.9L    :  90.40
  2185.0    50.9  5.685  260.7    6.3   5.32   5956.9  0.026T 1.00       -       -     -     -  
H/2     :  97.41
   638.0    49.1  4.017  263.1    4.5   3.79   4156.7  0.038T 1.00       -       -     -     -  
Transfer:  97.50
   615.5    49.1  3.995  263.2    4.4   3.77   4133.0  0.038T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.033
        M   2.00 Fb     0.199
 
  2   2 E  50.50 Ft     0.430
        M   8.00 Fb     0.112
 
  3   2 E  48.50 Ft     0.804
        M   6.00 Fb     0.043
 
  4   2 E  46.50 Ft     1.154
        M   4.00 Fb    -0.007
 
  5   2 E   8.00 Ft     1.095
        M   8.00 Fb     0.264
 
  6   2 E   8.00 Ft     1.036
        M   8.00 Fb     0.536
 
  7   2 E   6.00 Ft     0.954
        M   6.00 Fb     0.825
 
  8   2 E   6.00 Ft     0.872
        M   6.00 Fb     1.115
 
  9   2 E   6.00 Ft     0.789
        M   6.00 Fb     1.405
 
 10   2 E   4.00 Ft     0.683
        M   4.00 Fb     1.713
 
 11   2 E   4.00 Ft     0.577
        M   4.00 Fb     2.021
 
 12   2 E   2.00 Ft     0.448
        M   2.00 Fb     2.348
 
 13   2 E   2.00 Ft     0.319
        M   2.00 Fb     2.675
 
 14   2 E   2.00 Ft     0.190
        M   2.00 Fb     3.001
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 101.00            Release Length, ft: 101.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.060     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121   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)                  7213.46     6168.00     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   0.920     Midspan    1.800   0.210     Midspan
    Pre.Top:   4.500   2.632     Midspan    3.380   2.084     Midspan
    Pre.Bot:   4.500   2.316    Transfer    3.380   2.466    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.020     Bearing
    Pre.Bot:  -0.520  -0.293     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.536     Midspan
    Pre.Bot:                                                             3.000   1.085    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
Deck + Haunch  :                       -1.547  2.30     -3.558
DL-Prec. (DC)  :                       -0.299  3.00     -0.898
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.261  3.00     -0.782
DL-Comp. (DW)  :                       -0.116  3.00     -0.349
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  100.00
     DC  Line       0.070      0.00       0.070  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.000 ft
Release length = 101.000 ft
Design  length = 100.000 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)  : 0.630   (Calculated)    
Live Moment (1  lane  loaded)  : 0.443   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.010   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.846   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.60    19.70    29.80    39.90    50.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    644.8    675.2    675.2    675.2    675.2    675.2    675.2    675.2
  Yb      ,  in    24.27    23.77    23.76    23.67    23.53    23.39    23.32    23.32
  MI(Ixx) , in4   215643   219289   219308   220817   223388   226427   228122   228122
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1236.4   1265.0   1265.0   1265.0   1265.0   1265.0   1265.0   1265.0
  Yb      ,  in    40.57    39.95    39.95    39.90    39.83    39.76    39.73    39.73
  MI(Ixx) , in4   576172   597326   597370   600797   606120   611896   614953   614953

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4066.8 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         =    4286.83 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:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.35 ft from member end )
END PATTERN (Ycg = 13.96 in):
     8 @  2.000 in     4 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
     8 @  2.000 in     4 @  4.000 in     6 @  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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.803 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.754 ft
Holddown Force        =  25.443 kips     Beam Shrtng (PL/AE)   =      0.526 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)       
--------------------------------------------------------------------------------------
      2830.124         740 2094.292     16.592 67196.711   730.938     259.868        
 
 
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      10.47       3.5000      4.3799     No
      2      US#5[M16]       60.00        0.62      11.88       4.3799      5.3701     No
      2      US#4[M13]       60.00        0.40      11.88       3.8750      7.8333    Yes
      2      US#4[M13]       60.00        0.40      14.00       7.8333     13.6667    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6667     87.3333    Yes
      2      US#4[M13]       60.00        0.40      14.00      87.3333     93.1667    Yes
      2      US#4[M13]       60.00        0.40      11.88      93.1667     97.1250    Yes
      2      US#5[M16]       60.00        0.62      11.88      95.6299     96.6201     No
      2      US#5[M16]       60.00        0.62      10.47      96.6201     97.5000     No
      2      US#5[M16]       60.00        0.62       9.00      97.5000     99.7500     No
      2      US#5[M16]       60.00        0.62       7.50      99.7500    100.3750     No
      2      US#5[M16]       60.00        0.62       3.00     100.3750    100.6250     No
      2      US#4[M13]       60.00        0.40       9.00      97.1250    100.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      99.8750    100.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  4.86 in
         P_init    =     1191.0 kips  Ecc = 19.51 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.427 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.42 ksi    0.00 ksi
    due to Live Loads                                      -6.43 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)             8.80 ksi ( 4.49 %)
Total Prestress Losses                                    25.81 ksi (13.17 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 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    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   181.3   187.9   641.7  1158.1  1511.5  1721.1  1776.5
            V     120.0   115.9   115.7   104.1    87.9    71.7    49.3    33.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.0   115.9   115.8   104.2    89.0    74.5    60.6    47.4
            M       0.0   179.0   185.5   623.6  1093.4  1384.2  1508.3  1477.8
Total     : M+      0.0   414.5   429.6  1472.2  2672.1  3514.2  4017.6  4171.9
            V     215.7   206.8   206.5   181.5   146.0   110.5    68.7    33.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.7   206.8   206.5   181.5   147.1   113.3    80.1    47.6
            M       0.0   412.2   427.2  1454.0  2607.4  3386.9  3804.7  3873.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1721.1  1511.5  1158.1   641.7   187.9   181.3     0.0
            V      49.3    71.7    87.9   104.1   115.7   115.9   120.0
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    60.6    74.5    89.0   104.2   115.8   115.9   120.0
            M    1508.3  1384.2  1093.4   623.6   185.5   179.0     0.0
Total     : M+   4017.6  3514.2  2672.1  1472.2   429.6   414.5     0.0
            V      68.7   110.5   146.0   181.5   206.5   206.8   215.7
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    80.1   113.3   147.1   181.5   206.5   206.8   215.7
            M    3804.7  3386.9  2607.4  1454.0   427.2   412.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.3             33.3
Deck+Haunch            36.8             36.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           33.0             33.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   145.0   150.3   513.4   926.4  1209.2  1376.9  1421.2
            V      96.0    92.7    92.6    83.3    70.4    57.4    39.4    26.5
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    96.0    92.7    92.6    83.4    71.2    59.6    48.5    37.9
            M       0.0   143.2   148.4   498.9   874.7  1107.3  1206.6  1182.2
Total     : M+      0.0   378.2   392.0  1343.8  2440.5  3211.9  3673.4  3816.6
            V     191.7   183.6   183.3   160.6   128.4    96.1    58.9    26.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.7   183.6   183.3   160.7   129.3    98.4    68.0    38.1
            M       0.0   376.4   390.1  1329.3  2388.7  3110.0  3503.1  3577.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1376.9  1209.2   926.4   513.4   150.3   145.0     0.0
            V      39.4    57.4    70.4    83.3    92.6    92.7    96.0
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    48.5    59.6    71.2    83.4    92.6    92.7    96.0
            M    1206.6  1107.3   874.7   498.9   148.4   143.2     0.0
Total     : M+   3673.4  3211.9  2440.5  1343.8   392.0   378.2     0.0
            V      58.9    96.1   128.4   160.6   183.3   183.6   191.7
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    68.0    98.4   129.3   160.7   183.3   183.6   191.7
            M    3503.1  3110.0  2388.7  1329.3   390.1   376.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0   101.4   105.1   360.9   657.8   869.9   997.1  1039.6
(Max)       V      41.6    39.5    39.4    33.6    25.2    16.8     8.4     0.0
Self wt.  : M       0.0    73.0    75.6   259.8   473.6   626.3   717.9   748.5
(Min)       V      29.9    28.4    28.4    24.2    18.1    12.1     6.0     0.0
DL-Prec.  : M       0.0    12.2    12.7    43.6    79.4   105.0   120.4   125.5
DC(Max)     V       5.0     4.8     4.8     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.8     9.1    31.4    57.2    75.6    86.7    90.4
DC(Min)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   112.3   116.4   399.7   728.6   963.6  1104.5  1151.5
Haunch (Max)V      46.1    43.8    43.7    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    80.8    83.8   287.8   524.6   693.8   795.3   829.1
Haunch (Min)V      33.2    31.5    31.4    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.7     3.5     5.3     7.1     8.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.8     5.1     6.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    45.1    46.7   160.6   292.7   387.0   443.6   462.5
DC(Max)     V      18.5    17.6    17.5    14.9    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    32.5    33.7   115.6   210.7   278.6   319.4   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.1    25.0    85.9   156.6   207.1   237.4   247.5
DW(Max)     V       9.9     9.4     9.4     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.5    10.8    37.2    67.9    89.7   102.9   107.2
DW(Min)     V       4.3     4.1     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   317.3   328.8  1123.1  2026.6  2645.1  3012.0  3108.9
            V     210.0   202.8   202.5   182.3   153.9   125.5    86.3    57.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   210.0   202.8   202.6   182.4   155.8   130.4   106.1    83.0
            M       0.0   313.3   324.6  1091.2  1913.4  2422.3  2639.4  2586.1
Total     : M+      0.0   612.8   635.1  2175.4  3945.2  5183.0  5922.2  6144.4
            V     331.3   318.0   317.5   280.3   227.4   174.6   110.9    58.1
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   331.3   318.0   317.5   280.4   229.4   179.5   130.8    83.2
            M       0.0   608.8   630.9  2143.6  3832.0  4960.2  5549.6  5621.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     997.1   869.9   657.8   360.9   105.1   101.4     0.0
(Max)       V       8.4    16.8    25.2    33.6    39.4    39.5    41.6
Self wt.  : M     717.9   626.3   473.6   259.8    75.6    73.0     0.0
(Min)       V       6.0    12.1    18.1    24.2    28.4    28.4    29.9
DL-Prec.  : M     120.4   105.0    79.4    43.6    12.7    12.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.8     4.8     5.0
DL-Prec.  : M      86.7    75.6    57.2    31.4     9.1     8.8     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1104.5   963.6   728.6   399.7   116.4   112.3     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.7    43.8    46.1
Deck +    : M     795.3   693.8   524.6   287.8    83.8    80.8     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.4    31.5    33.2
Diaphragm : M       7.1     5.3     3.5     1.7     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     443.6   387.0   292.7   160.6    46.7    45.1     0.0
DC(Max)     V       3.7     7.5    11.2    14.9    17.5    17.6    18.5
DL-Comp   : M     319.4   278.6   210.7   115.6    33.7    32.5     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     237.4   207.1   156.6    85.9    25.0    24.1     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.4     9.4     9.9
DL-Comp   : M     102.9    89.7    67.9    37.2    10.8    10.5     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.1     4.3
LL + I    : M+   3012.0  2645.1  2026.6  1123.1   328.8   317.3     0.0
            V      86.3   125.5   153.9   182.3   202.5   202.8   210.0
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   106.1   130.4   155.8   182.4   202.6   202.8   210.0
            M    2639.4  2422.3  1913.4  1091.2   324.6   313.3     0.0
Total     : M+   5922.2  5183.0  3945.2  2175.4   635.1   612.8     0.0
            V     110.9   174.6   227.4   280.3   317.5   318.0   331.3
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   130.8   179.5   229.4   280.4   317.5   318.0   331.3
            M    5549.6  4960.2  3832.0  2143.6   630.9   608.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.6             41.6
Deck+Haunch            46.1             46.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           49.5             49.5
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.6   131.2   442.8   782.0  1016.4  1137.1  1128.1
            V     100.2    97.0    96.9    87.9    75.7    57.7    45.5    33.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.2    97.0    96.9    87.9    75.7    63.4    51.2    38.9
            M       0.0   126.6   131.2   442.8   782.0   991.5  1071.2  1021.0
Total     : M+      0.0   359.8   372.9  1273.2  2296.1  3019.1  3433.6  3523.5
            V     195.9   187.9   187.6   165.3   133.7    96.5    64.9    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   195.9   187.9   187.6   165.3   133.7   102.2    70.6    39.1
            M       0.0   359.8   372.9  1273.2  2296.1  2994.2  3367.6  3416.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
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      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
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     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
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+   1137.1  1016.4   782.0   442.8   131.2   126.6     0.0
            V      45.5    57.7    75.7    87.9    96.9    97.0   100.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.2    63.4    75.7    87.9    96.9    97.0   100.2
            M    1071.2   991.5   782.0   442.8   131.2   126.6     0.0
Total     : M+   3433.6  3019.1  2296.1  1273.2   372.9   359.8     0.0
            V      64.9    96.5   133.7   165.3   187.6   187.9   195.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.6   102.2   133.7   165.3   187.6   187.9   195.9
            M    3367.6  2994.2  2296.1  1273.2   372.9   359.8     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.020   0.069   0.126   0.165   0.189   0.197 
Precast-top    0.020   0.338   0.347   0.897   1.463   1.763   1.976   2.107 
Bottom         0.474   2.464   2.456   1.944   1.415   1.126   0.929   0.817 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.200   0.353   0.458   0.513   0.513 
Precast-top    0.010   0.205   0.210   0.573   0.951   1.165   1.305   1.368 
Bottom         0.237   1.130   1.123   0.619   0.091  -0.230  -0.417  -0.466 
 

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
    331.3    7.0   57.7    0.522   3.7   6.00e-3 50.0    334.0     1.387    5.493      0.18
      0.0    0.6   57.4     31.5 0.121      30.4 0.87    24.00     0.121    2.057 
Transfer:   3.00
    318.0    7.0   57.7    3.130  22.3  -0.00e-3 29.0    168.2     0.333    1.360      0.00
    608.8    3.4   56.0    189.0 0.113     162.9 4.80    24.00     0.121    2.143 
Critical:   5.15
    306.5    7.0   57.7    3.534  22.3  -0.04e-3 28.9    151.6     0.300    1.030      0.00
   1078.1    3.9   55.8    189.0 0.109     166.8 4.93    24.00     0.121    2.085 
0.1L    :  10.10
    280.4    7.0   57.7    4.456  22.3  -0.04e-3 28.8    123.1     0.245    0.343      0.00
   2143.6    4.8   55.3    189.0 0.100     166.1 4.96    24.00     0.121    1.157 
0.2L    :  20.20
    229.4    7.0   53.5    6.076  22.3  -0.01e-3 29.0     83.0     0.180    0.282      0.00
   3832.0    5.2   50.9    189.0 0.087     149.5 4.85    24.00     0.121    1.184 
0.3L    :  30.30
    179.5    7.0   56.1    6.076  22.3   0.70e-3 31.5     75.2     0.172    0.282      0.00
   4960.2    5.2   53.5    189.0 0.063     101.9 3.14    24.00     0.121    1.242 
0.4L    :  40.40
    130.8    7.0   57.4    6.076   0.0   1.14e-3 33.0     59.5     0.141    0.282      0.00
   5549.6    5.2   54.8    189.0 0.051      85.8 2.59    24.00     0.121    1.411 
0.5L    :  50.50
     83.2    7.0   57.4    6.076   0.0   0.96e-3 32.4      0.0     0.121    0.282      0.00
   5621.6    5.2   54.8    189.0 0.032      92.7 2.79    24.00     0.121    2.325 
0.6L    :  60.60
    130.8    7.0   57.4    6.076   0.0   1.14e-3 33.0     59.5     0.141    0.282      0.00
   5549.6    5.2   54.8    189.0 0.051      85.8 2.59    24.00     0.121    1.411 
0.7L    :  70.70
    179.5    7.0   56.1    6.076  22.3   0.70e-3 31.5     75.2     0.172    0.282      0.00
   4960.2    5.2   53.5    189.0 0.063     101.9 3.14    24.00     0.121    1.242 
0.8L    :  80.80
    229.4    7.0   53.5    6.076  22.3  -0.01e-3 29.0     83.0     0.180    0.282      0.00
   3832.0    5.2   50.9    189.0 0.087     149.5 4.85    24.00     0.121    1.184 
0.9L    :  90.90
    280.4    7.0   57.7    4.456  22.3  -0.04e-3 28.8    123.1     0.245    0.343      0.00
   2143.6    4.8   55.3    189.0 0.100     166.1 4.96    24.00     0.121    1.157 
Critical:  95.85
    306.5    7.0   57.7    3.534  22.3  -0.04e-3 28.9    151.6     0.300    1.030      0.00
   1078.1    3.9   55.8    189.0 0.109     166.8 4.93    24.00     0.121    2.085 
Transfer:  98.00
    318.0    7.0   57.7    3.130  22.3  -0.00e-3 29.0    168.2     0.333    1.360      0.00
    608.8    3.4   56.0    189.0 0.113     162.9 4.80    24.00     0.121    2.143 
Bearing : 100.50
    331.3    7.0   57.7    0.522   3.7   6.00e-3 50.0    334.0     1.387    5.493      0.18
      0.0    0.6   57.4     31.5 0.121      30.4 0.87    24.00     0.121    2.057 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    331.3      6.41     57.70    0.58       57.41    24.00      0.160      1.737      0.386      0.533 
Transfer:      2.50
    318.0      6.31     57.70    3.43       55.99    24.00      0.160      1.704      0.366      0.533 
Critical:      4.65
    306.6      6.11     57.70    3.86       55.77    24.00      0.160      1.636      0.326      0.404 
0.1L    :      9.60
    280.4      5.64     57.70    4.85       55.28    24.00      0.160      1.478      0.231      0.343 
0.2L    :     19.70
    229.4      5.01     53.49    5.19       50.89    24.00      0.160      1.269      0.106      0.282 
0.3L    :     29.80
    179.5      3.73     56.09    5.20       53.49    24.00      0.160      0.843      0.000      0.282 
0.4L    :     39.90
    130.8      2.65     57.39    5.20       54.79    24.00      0.160      0.484      0.000      0.282 
0.5L    :     50.00
     83.2      1.69     57.39    5.20       54.79    24.00      0.160      0.162      0.000      0.282 
0.6L    :     60.10
    130.8      2.65     57.39    5.20       54.79    24.00      0.160      0.484      0.000      0.282 
0.7L    :     70.20
    179.5      3.73     56.09    5.20       53.49    24.00      0.160      0.843      0.000      0.282 
0.8L    :     80.30
    229.4      5.01     53.49    5.19       50.89    24.00      0.160      1.269      0.106      0.282 
0.9L    :     90.40
    280.4      5.64     57.70    4.85       55.28    24.00      0.160      1.478      0.231      0.343 
Critical:     95.35
    306.6      6.11     57.70    3.86       55.77    24.00      0.160      1.636      0.326      0.404 
Transfer:     97.50
    318.0      6.31     57.70    3.43       55.99    24.00      0.160      1.704      0.366      0.533 
Bearing :    100.00
    331.3      6.41     57.70    0.58       57.41    24.00      0.160      1.737      0.386      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.60 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
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          :       0.865            1.530            1.794
 
At 0.2 x L = 19.70 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
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          :       1.516            2.678            3.132
 
At 0.3 x L = 29.80 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
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          :       1.956            3.452            4.028
 
At 0.4 x L = 39.90 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
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          :       2.215            3.907            4.553
 
At 0.5 x L = 50.00 ft
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
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          :       2.309            4.072            4.744
 
At 0.6 x L = 60.10 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
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          :       2.215            3.907            4.553
 
At 0.7 x L = 70.20 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
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          :       1.956            3.452            4.028
 
At 0.8 x L = 80.30 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
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          :       1.516            2.678            3.132
 
At 0.9 x L = 90.40 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
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          :       0.865            1.530            1.794
 

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
   612.8    49.1  3.983  263.8    4.0   3.43   4145.3  0.042T 1.00       -       -     -     -  
H/2     :   2.59
   635.1    49.1  4.006  263.7    4.1   3.45   4169.3  0.041T 1.00       -       -     -     -  
0.1L    :   9.60
  2175.4    50.9  5.671  261.5    5.7   4.85   5990.1  0.029T 1.00       -       -     -     -  
0.2L    :  19.70
  3945.2    53.5  6.076  261.4    6.1   5.19   6735.5  0.027T 1.00    625.2   625.2   10.77    -  
0.3L    :  29.80
  5183.0    56.1  6.076  261.8    6.1   5.20   7089.8  0.027T 1.00    432.1   432.1   16.41    -  
0.4L    :  39.90
  5922.2    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    318.5   318.5   22.82    -  
0.5L    :  50.00
  6144.4    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    273.6   273.6   26.56    -  
0.6L    :  60.10
  5922.2    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    318.5   318.5   22.82    -  
0.7L    :  70.20
  5183.0    56.1  6.076  261.8    6.1   5.20   7089.8  0.027T 1.00    432.1   432.1   16.41    -  
0.8L    :  80.30
  3945.2    53.5  6.076  261.4    6.1   5.19   6735.5  0.027T 1.00    625.2   625.2   10.77    -  
0.9L    :  90.40
  2175.4    50.9  5.671  261.5    5.7   4.85   5990.1  0.029T 1.00       -       -     -     -  
H/2     :  97.41
   635.1    49.1  4.006  263.7    4.1   3.45   4169.3  0.041T 1.00       -       -     -     -  
Transfer:  97.50
   612.8    49.1  3.983  263.8    4.0   3.43   4145.3  0.042T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.033
        M   2.00 Fb     0.199
 
  2   2 E  50.50 Ft     0.430
        M   8.00 Fb     0.112
 
  3   2 E  48.50 Ft     0.804
        M   6.00 Fb     0.043
 
  4   2 E  46.50 Ft     1.154
        M   4.00 Fb    -0.007
 
  5   2 E   8.00 Ft     1.095
        M   8.00 Fb     0.264
 
  6   2 E   8.00 Ft     1.036
        M   8.00 Fb     0.536
 
  7   2 E   6.00 Ft     0.954
        M   6.00 Fb     0.825
 
  8   2 E   6.00 Ft     0.872
        M   6.00 Fb     1.115
 
  9   2 E   6.00 Ft     0.789
        M   6.00 Fb     1.405
 
 10   2 E   4.00 Ft     0.683
        M   4.00 Fb     1.713
 
 11   2 E   4.00 Ft     0.577
        M   4.00 Fb     2.021
 
 12   2 E   2.00 Ft     0.448
        M   2.00 Fb     2.348
 
 13   2 E   2.00 Ft     0.319
        M   2.00 Fb     2.675
 
 14   2 E   2.00 Ft     0.190
        M   2.00 Fb     3.001
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 101.00            Release Length, ft: 101.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.17 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.060     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121   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)                  7267.04     6144.37     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   0.197     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.107     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   2.464    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   1.368     Midspan
    Pre.Bot:                                                             3.000   1.130    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
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          :       2.309            4.072            4.744
 
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  100.00
     DC  Line       0.070      0.00       0.070  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.000 ft
Release length = 101.000 ft
Design  length = 100.000 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)  : 0.630   (Calculated)    
Live Moment (1  lane  loaded)  : 0.443   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.010   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.846   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.60    19.70    29.80    39.90    50.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    644.8    675.2    675.2    675.2    675.2    675.2    675.2    675.2
  Yb      ,  in    24.27    23.77    23.76    23.67    23.53    23.39    23.32    23.32
  MI(Ixx) , in4   215643   219289   219308   220817   223388   226427   228122   228122
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1236.4   1265.0   1265.0   1265.0   1265.0   1265.0   1265.0   1265.0
  Yb      ,  in    40.57    39.95    39.95    39.90    39.83    39.76    39.73    39.73
  MI(Ixx) , in4   576172   597326   597370   600797   606120   611896   614953   614953

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4066.8 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         =    4286.83 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:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.35 ft from member end )
END PATTERN (Ycg = 13.96 in):
     8 @  2.000 in     4 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
     8 @  2.000 in     4 @  4.000 in     6 @  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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.803 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.754 ft
Holddown Force        =  25.443 kips     Beam Shrtng (PL/AE)   =      0.526 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)       
--------------------------------------------------------------------------------------
      2830.124         740 2094.292     16.592 67196.711   730.938     259.868        
 
 
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      10.47       3.5000      4.3799     No
      2      US#5[M16]       60.00        0.62      11.88       4.3799      5.3701     No
      2      US#4[M13]       60.00        0.40      11.88       3.8750      7.8333    Yes
      2      US#4[M13]       60.00        0.40      14.00       7.8333     13.6667    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6667     87.3333    Yes
      2      US#4[M13]       60.00        0.40      14.00      87.3333     93.1667    Yes
      2      US#4[M13]       60.00        0.40      11.88      93.1667     97.1250    Yes
      2      US#5[M16]       60.00        0.62      11.88      95.6299     96.6201     No
      2      US#5[M16]       60.00        0.62      10.47      96.6201     97.5000     No
      2      US#5[M16]       60.00        0.62       9.00      97.5000     99.7500     No
      2      US#5[M16]       60.00        0.62       7.50      99.7500    100.3750     No
      2      US#5[M16]       60.00        0.62       3.00     100.3750    100.6250     No
      2      US#4[M13]       60.00        0.40       9.00      97.1250    100.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      99.8750    100.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  4.86 in
         P_init    =     1191.0 kips  Ecc = 19.51 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.427 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.42 ksi    0.00 ksi
    due to Live Loads                                      -6.43 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)             8.80 ksi ( 4.49 %)
Total Prestress Losses                                    25.81 ksi (13.17 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 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    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   181.3   187.9   641.7  1158.1  1511.5  1721.1  1776.5
            V     120.0   115.9   115.7   104.1    87.9    71.7    49.3    33.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.0   115.9   115.8   104.2    89.0    74.5    60.6    47.4
            M       0.0   179.0   185.5   623.6  1093.4  1384.2  1508.3  1477.8
Total     : M+      0.0   414.5   429.6  1472.2  2672.1  3514.2  4017.6  4171.9
            V     215.7   206.8   206.5   181.5   146.0   110.5    68.7    33.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.7   206.8   206.5   181.5   147.1   113.3    80.1    47.6
            M       0.0   412.2   427.2  1454.0  2607.4  3386.9  3804.7  3873.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1721.1  1511.5  1158.1   641.7   187.9   181.3     0.0
            V      49.3    71.7    87.9   104.1   115.7   115.9   120.0
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    60.6    74.5    89.0   104.2   115.8   115.9   120.0
            M    1508.3  1384.2  1093.4   623.6   185.5   179.0     0.0
Total     : M+   4017.6  3514.2  2672.1  1472.2   429.6   414.5     0.0
            V      68.7   110.5   146.0   181.5   206.5   206.8   215.7
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    80.1   113.3   147.1   181.5   206.5   206.8   215.7
            M    3804.7  3386.9  2607.4  1454.0   427.2   412.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.3             33.3
Deck+Haunch            36.8             36.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           33.0             33.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   145.0   150.3   513.4   926.4  1209.2  1376.9  1421.2
            V      96.0    92.7    92.6    83.3    70.4    57.4    39.4    26.5
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    96.0    92.7    92.6    83.4    71.2    59.6    48.5    37.9
            M       0.0   143.2   148.4   498.9   874.7  1107.3  1206.6  1182.2
Total     : M+      0.0   378.2   392.0  1343.8  2440.5  3211.9  3673.4  3816.6
            V     191.7   183.6   183.3   160.6   128.4    96.1    58.9    26.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.7   183.6   183.3   160.7   129.3    98.4    68.0    38.1
            M       0.0   376.4   390.1  1329.3  2388.7  3110.0  3503.1  3577.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1376.9  1209.2   926.4   513.4   150.3   145.0     0.0
            V      39.4    57.4    70.4    83.3    92.6    92.7    96.0
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    48.5    59.6    71.2    83.4    92.6    92.7    96.0
            M    1206.6  1107.3   874.7   498.9   148.4   143.2     0.0
Total     : M+   3673.4  3211.9  2440.5  1343.8   392.0   378.2     0.0
            V      58.9    96.1   128.4   160.6   183.3   183.6   191.7
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    68.0    98.4   129.3   160.7   183.3   183.6   191.7
            M    3503.1  3110.0  2388.7  1329.3   390.1   376.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0   101.4   105.1   360.9   657.8   869.9   997.1  1039.6
(Max)       V      41.6    39.5    39.4    33.6    25.2    16.8     8.4     0.0
Self wt.  : M       0.0    73.0    75.6   259.8   473.6   626.3   717.9   748.5
(Min)       V      29.9    28.4    28.4    24.2    18.1    12.1     6.0     0.0
DL-Prec.  : M       0.0    12.2    12.7    43.6    79.4   105.0   120.4   125.5
DC(Max)     V       5.0     4.8     4.8     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.8     9.1    31.4    57.2    75.6    86.7    90.4
DC(Min)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   112.3   116.4   399.7   728.6   963.6  1104.5  1151.5
Haunch (Max)V      46.1    43.8    43.7    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    80.8    83.8   287.8   524.6   693.8   795.3   829.1
Haunch (Min)V      33.2    31.5    31.4    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.7     3.5     5.3     7.1     8.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.8     5.1     6.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    45.1    46.7   160.6   292.7   387.0   443.6   462.5
DC(Max)     V      18.5    17.6    17.5    14.9    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    32.5    33.7   115.6   210.7   278.6   319.4   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.1    25.0    85.9   156.6   207.1   237.4   247.5
DW(Max)     V       9.9     9.4     9.4     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.5    10.8    37.2    67.9    89.7   102.9   107.2
DW(Min)     V       4.3     4.1     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   317.3   328.8  1123.1  2026.6  2645.1  3012.0  3108.9
            V     210.0   202.8   202.5   182.3   153.9   125.5    86.3    57.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   210.0   202.8   202.6   182.4   155.8   130.4   106.1    83.0
            M       0.0   313.3   324.6  1091.2  1913.4  2422.3  2639.4  2586.1
Total     : M+      0.0   612.8   635.1  2175.4  3945.2  5183.0  5922.2  6144.4
            V     331.3   318.0   317.5   280.3   227.4   174.6   110.9    58.1
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   331.3   318.0   317.5   280.4   229.4   179.5   130.8    83.2
            M       0.0   608.8   630.9  2143.6  3832.0  4960.2  5549.6  5621.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     997.1   869.9   657.8   360.9   105.1   101.4     0.0
(Max)       V       8.4    16.8    25.2    33.6    39.4    39.5    41.6
Self wt.  : M     717.9   626.3   473.6   259.8    75.6    73.0     0.0
(Min)       V       6.0    12.1    18.1    24.2    28.4    28.4    29.9
DL-Prec.  : M     120.4   105.0    79.4    43.6    12.7    12.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.8     4.8     5.0
DL-Prec.  : M      86.7    75.6    57.2    31.4     9.1     8.8     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1104.5   963.6   728.6   399.7   116.4   112.3     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.7    43.8    46.1
Deck +    : M     795.3   693.8   524.6   287.8    83.8    80.8     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.4    31.5    33.2
Diaphragm : M       7.1     5.3     3.5     1.7     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     443.6   387.0   292.7   160.6    46.7    45.1     0.0
DC(Max)     V       3.7     7.5    11.2    14.9    17.5    17.6    18.5
DL-Comp   : M     319.4   278.6   210.7   115.6    33.7    32.5     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     237.4   207.1   156.6    85.9    25.0    24.1     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.4     9.4     9.9
DL-Comp   : M     102.9    89.7    67.9    37.2    10.8    10.5     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.1     4.3
LL + I    : M+   3012.0  2645.1  2026.6  1123.1   328.8   317.3     0.0
            V      86.3   125.5   153.9   182.3   202.5   202.8   210.0
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   106.1   130.4   155.8   182.4   202.6   202.8   210.0
            M    2639.4  2422.3  1913.4  1091.2   324.6   313.3     0.0
Total     : M+   5922.2  5183.0  3945.2  2175.4   635.1   612.8     0.0
            V     110.9   174.6   227.4   280.3   317.5   318.0   331.3
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   130.8   179.5   229.4   280.4   317.5   318.0   331.3
            M    5549.6  4960.2  3832.0  2143.6   630.9   608.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.6             41.6
Deck+Haunch            46.1             46.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           49.5             49.5
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.6   131.2   442.8   782.0  1016.4  1137.1  1128.1
            V     100.2    97.0    96.9    87.9    75.7    57.7    45.5    33.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.2    97.0    96.9    87.9    75.7    63.4    51.2    38.9
            M       0.0   126.6   131.2   442.8   782.0   991.5  1071.2  1021.0
Total     : M+      0.0   359.8   372.9  1273.2  2296.1  3019.1  3433.6  3523.5
            V     195.9   187.9   187.6   165.3   133.7    96.5    64.9    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   195.9   187.9   187.6   165.3   133.7   102.2    70.6    39.1
            M       0.0   359.8   372.9  1273.2  2296.1  2994.2  3367.6  3416.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
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      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
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     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
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+   1137.1  1016.4   782.0   442.8   131.2   126.6     0.0
            V      45.5    57.7    75.7    87.9    96.9    97.0   100.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.2    63.4    75.7    87.9    96.9    97.0   100.2
            M    1071.2   991.5   782.0   442.8   131.2   126.6     0.0
Total     : M+   3433.6  3019.1  2296.1  1273.2   372.9   359.8     0.0
            V      64.9    96.5   133.7   165.3   187.6   187.9   195.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.6   102.2   133.7   165.3   187.6   187.9   195.9
            M    3367.6  2994.2  2296.1  1273.2   372.9   359.8     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.020   0.069   0.126   0.165   0.189   0.197 
Precast-top    0.020   0.338   0.347   0.897   1.463   1.763   1.976   2.107 
Bottom         0.474   2.464   2.456   1.944   1.415   1.126   0.929   0.817 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.200   0.353   0.458   0.513   0.513 
Precast-top    0.010   0.205   0.210   0.573   0.951   1.165   1.305   1.368 
Bottom         0.237   1.130   1.123   0.619   0.091  -0.230  -0.417  -0.466 
 

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
    331.3    7.0   57.7    0.522   3.7   6.00e-3 50.0    334.0     1.387    5.493      0.18
      0.0    0.6   57.4     31.5 0.121      30.4 0.87    24.00     0.121    2.057 
Transfer:   3.00
    318.0    7.0   57.7    3.130  22.3  -0.00e-3 29.0    168.2     0.333    1.360      0.00
    608.8    3.4   56.0    189.0 0.113     162.9 4.80    24.00     0.121    2.143 
Critical:   5.15
    306.5    7.0   57.7    3.534  22.3  -0.04e-3 28.9    151.6     0.300    1.030      0.00
   1078.1    3.9   55.8    189.0 0.109     166.8 4.93    24.00     0.121    2.085 
0.1L    :  10.10
    280.4    7.0   57.7    4.456  22.3  -0.04e-3 28.8    123.1     0.245    0.343      0.00
   2143.6    4.8   55.3    189.0 0.100     166.1 4.96    24.00     0.121    1.157 
0.2L    :  20.20
    229.4    7.0   53.5    6.076  22.3  -0.01e-3 29.0     83.0     0.180    0.282      0.00
   3832.0    5.2   50.9    189.0 0.087     149.5 4.85    24.00     0.121    1.184 
0.3L    :  30.30
    179.5    7.0   56.1    6.076  22.3   0.70e-3 31.5     75.2     0.172    0.282      0.00
   4960.2    5.2   53.5    189.0 0.063     101.9 3.14    24.00     0.121    1.242 
0.4L    :  40.40
    130.8    7.0   57.4    6.076   0.0   1.14e-3 33.0     59.5     0.141    0.282      0.00
   5549.6    5.2   54.8    189.0 0.051      85.8 2.59    24.00     0.121    1.411 
0.5L    :  50.50
     83.2    7.0   57.4    6.076   0.0   0.96e-3 32.4      0.0     0.121    0.282      0.00
   5621.6    5.2   54.8    189.0 0.032      92.7 2.79    24.00     0.121    2.325 
0.6L    :  60.60
    130.8    7.0   57.4    6.076   0.0   1.14e-3 33.0     59.5     0.141    0.282      0.00
   5549.6    5.2   54.8    189.0 0.051      85.8 2.59    24.00     0.121    1.411 
0.7L    :  70.70
    179.5    7.0   56.1    6.076  22.3   0.70e-3 31.5     75.2     0.172    0.282      0.00
   4960.2    5.2   53.5    189.0 0.063     101.9 3.14    24.00     0.121    1.242 
0.8L    :  80.80
    229.4    7.0   53.5    6.076  22.3  -0.01e-3 29.0     83.0     0.180    0.282      0.00
   3832.0    5.2   50.9    189.0 0.087     149.5 4.85    24.00     0.121    1.184 
0.9L    :  90.90
    280.4    7.0   57.7    4.456  22.3  -0.04e-3 28.8    123.1     0.245    0.343      0.00
   2143.6    4.8   55.3    189.0 0.100     166.1 4.96    24.00     0.121    1.157 
Critical:  95.85
    306.5    7.0   57.7    3.534  22.3  -0.04e-3 28.9    151.6     0.300    1.030      0.00
   1078.1    3.9   55.8    189.0 0.109     166.8 4.93    24.00     0.121    2.085 
Transfer:  98.00
    318.0    7.0   57.7    3.130  22.3  -0.00e-3 29.0    168.2     0.333    1.360      0.00
    608.8    3.4   56.0    189.0 0.113     162.9 4.80    24.00     0.121    2.143 
Bearing : 100.50
    331.3    7.0   57.7    0.522   3.7   6.00e-3 50.0    334.0     1.387    5.493      0.18
      0.0    0.6   57.4     31.5 0.121      30.4 0.87    24.00     0.121    2.057 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    331.3      6.41     57.70    0.58       57.41    24.00      0.160      1.737      0.386      0.533 
Transfer:      2.50
    318.0      6.31     57.70    3.43       55.99    24.00      0.160      1.704      0.366      0.533 
Critical:      4.65
    306.6      6.11     57.70    3.86       55.77    24.00      0.160      1.636      0.326      0.404 
0.1L    :      9.60
    280.4      5.64     57.70    4.85       55.28    24.00      0.160      1.478      0.231      0.343 
0.2L    :     19.70
    229.4      5.01     53.49    5.19       50.89    24.00      0.160      1.269      0.106      0.282 
0.3L    :     29.80
    179.5      3.73     56.09    5.20       53.49    24.00      0.160      0.843      0.000      0.282 
0.4L    :     39.90
    130.8      2.65     57.39    5.20       54.79    24.00      0.160      0.484      0.000      0.282 
0.5L    :     50.00
     83.2      1.69     57.39    5.20       54.79    24.00      0.160      0.162      0.000      0.282 
0.6L    :     60.10
    130.8      2.65     57.39    5.20       54.79    24.00      0.160      0.484      0.000      0.282 
0.7L    :     70.20
    179.5      3.73     56.09    5.20       53.49    24.00      0.160      0.843      0.000      0.282 
0.8L    :     80.30
    229.4      5.01     53.49    5.19       50.89    24.00      0.160      1.269      0.106      0.282 
0.9L    :     90.40
    280.4      5.64     57.70    4.85       55.28    24.00      0.160      1.478      0.231      0.343 
Critical:     95.35
    306.6      6.11     57.70    3.86       55.77    24.00      0.160      1.636      0.326      0.404 
Transfer:     97.50
    318.0      6.31     57.70    3.43       55.99    24.00      0.160      1.704      0.366      0.533 
Bearing :    100.00
    331.3      6.41     57.70    0.58       57.41    24.00      0.160      1.737      0.386      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.60 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
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          :       0.865            1.530            1.794
 
At 0.2 x L = 19.70 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
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          :       1.516            2.678            3.132
 
At 0.3 x L = 29.80 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
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          :       1.956            3.452            4.028
 
At 0.4 x L = 39.90 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
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          :       2.215            3.907            4.553
 
At 0.5 x L = 50.00 ft
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
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          :       2.309            4.072            4.744
 
At 0.6 x L = 60.10 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
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          :       2.215            3.907            4.553
 
At 0.7 x L = 70.20 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
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          :       1.956            3.452            4.028
 
At 0.8 x L = 80.30 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
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          :       1.516            2.678            3.132
 
At 0.9 x L = 90.40 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
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          :       0.865            1.530            1.794
 

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
   612.8    49.1  3.983  263.8    4.0   3.43   4145.3  0.042T 1.00       -       -     -     -  
H/2     :   2.59
   635.1    49.1  4.006  263.7    4.1   3.45   4169.3  0.041T 1.00       -       -     -     -  
0.1L    :   9.60
  2175.4    50.9  5.671  261.5    5.7   4.85   5990.1  0.029T 1.00       -       -     -     -  
0.2L    :  19.70
  3945.2    53.5  6.076  261.4    6.1   5.19   6735.5  0.027T 1.00    625.2   625.2   10.77    -  
0.3L    :  29.80
  5183.0    56.1  6.076  261.8    6.1   5.20   7089.8  0.027T 1.00    432.1   432.1   16.41    -  
0.4L    :  39.90
  5922.2    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    318.5   318.5   22.82    -  
0.5L    :  50.00
  6144.4    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    273.6   273.6   26.56    -  
0.6L    :  60.10
  5922.2    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    318.5   318.5   22.82    -  
0.7L    :  70.20
  5183.0    56.1  6.076  261.8    6.1   5.20   7089.8  0.027T 1.00    432.1   432.1   16.41    -  
0.8L    :  80.30
  3945.2    53.5  6.076  261.4    6.1   5.19   6735.5  0.027T 1.00    625.2   625.2   10.77    -  
0.9L    :  90.40
  2175.4    50.9  5.671  261.5    5.7   4.85   5990.1  0.029T 1.00       -       -     -     -  
H/2     :  97.41
   635.1    49.1  4.006  263.7    4.1   3.45   4169.3  0.041T 1.00       -       -     -     -  
Transfer:  97.50
   612.8    49.1  3.983  263.8    4.0   3.43   4145.3  0.042T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.033
        M   2.00 Fb     0.199
 
  2   2 E  50.50 Ft     0.430
        M   8.00 Fb     0.112
 
  3   2 E  48.50 Ft     0.804
        M   6.00 Fb     0.043
 
  4   2 E  46.50 Ft     1.154
        M   4.00 Fb    -0.007
 
  5   2 E   8.00 Ft     1.095
        M   8.00 Fb     0.264
 
  6   2 E   8.00 Ft     1.036
        M   8.00 Fb     0.536
 
  7   2 E   6.00 Ft     0.954
        M   6.00 Fb     0.825
 
  8   2 E   6.00 Ft     0.872
        M   6.00 Fb     1.115
 
  9   2 E   6.00 Ft     0.789
        M   6.00 Fb     1.405
 
 10   2 E   4.00 Ft     0.683
        M   4.00 Fb     1.713
 
 11   2 E   4.00 Ft     0.577
        M   4.00 Fb     2.021
 
 12   2 E   2.00 Ft     0.448
        M   2.00 Fb     2.348
 
 13   2 E   2.00 Ft     0.319
        M   2.00 Fb     2.675
 
 14   2 E   2.00 Ft     0.190
        M   2.00 Fb     3.001
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 101.00            Release Length, ft: 101.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.17 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.060     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121   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)                  7267.04     6144.37     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   0.197     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.107     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   2.464    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   1.368     Midspan
    Pre.Bot:                                                             3.000   1.130    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
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          :       2.309            4.072            4.744
 
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  100.00
     DC  Line       0.070      0.00       0.070  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.000 ft
Release length = 101.000 ft
Design  length = 100.000 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)  : 0.630   (Calculated)    
Live Moment (1  lane  loaded)  : 0.443   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.010   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.846   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.60    19.70    29.80    39.90    50.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    644.8    675.2    675.2    675.2    675.2    675.2    675.2    675.2
  Yb      ,  in    24.27    23.77    23.76    23.67    23.53    23.39    23.32    23.32
  MI(Ixx) , in4   215643   219289   219308   220817   223388   226427   228122   228122
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1236.4   1265.0   1265.0   1265.0   1265.0   1265.0   1265.0   1265.0
  Yb      ,  in    40.57    39.95    39.95    39.90    39.83    39.76    39.73    39.73
  MI(Ixx) , in4   576172   597326   597370   600797   606120   611896   614953   614953

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4066.8 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         =    4286.83 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:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.35 ft from member end )
END PATTERN (Ycg = 13.96 in):
     8 @  2.000 in     4 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
     8 @  2.000 in     4 @  4.000 in     6 @  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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.803 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.754 ft
Holddown Force        =  25.443 kips     Beam Shrtng (PL/AE)   =      0.526 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)       
--------------------------------------------------------------------------------------
      2830.124         740 2094.292     16.592 67196.711   730.938     259.868        
 
 
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      10.47       3.5000      4.3799     No
      2      US#5[M16]       60.00        0.62      11.88       4.3799      5.3701     No
      2      US#4[M13]       60.00        0.40      11.88       3.8750      7.8333    Yes
      2      US#4[M13]       60.00        0.40      14.00       7.8333     13.6667    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6667     87.3333    Yes
      2      US#4[M13]       60.00        0.40      14.00      87.3333     93.1667    Yes
      2      US#4[M13]       60.00        0.40      11.88      93.1667     97.1250    Yes
      2      US#5[M16]       60.00        0.62      11.88      95.6299     96.6201     No
      2      US#5[M16]       60.00        0.62      10.47      96.6201     97.5000     No
      2      US#5[M16]       60.00        0.62       9.00      97.5000     99.7500     No
      2      US#5[M16]       60.00        0.62       7.50      99.7500    100.3750     No
      2      US#5[M16]       60.00        0.62       3.00     100.3750    100.6250     No
      2      US#4[M13]       60.00        0.40       9.00      97.1250    100.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      99.8750    100.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  4.86 in
         P_init    =     1191.0 kips  Ecc = 19.51 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.427 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.42 ksi    0.00 ksi
    due to Live Loads                                      -6.43 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)             8.80 ksi ( 4.49 %)
Total Prestress Losses                                    25.81 ksi (13.17 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 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    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   181.3   187.9   641.7  1158.1  1511.5  1721.1  1776.5
            V     120.0   115.9   115.7   104.1    87.9    71.7    49.3    33.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.0   115.9   115.8   104.2    89.0    74.5    60.6    47.4
            M       0.0   179.0   185.5   623.6  1093.4  1384.2  1508.3  1477.8
Total     : M+      0.0   414.5   429.6  1472.2  2672.1  3514.2  4017.6  4171.9
            V     215.7   206.8   206.5   181.5   146.0   110.5    68.7    33.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.7   206.8   206.5   181.5   147.1   113.3    80.1    47.6
            M       0.0   412.2   427.2  1454.0  2607.4  3386.9  3804.7  3873.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1721.1  1511.5  1158.1   641.7   187.9   181.3     0.0
            V      49.3    71.7    87.9   104.1   115.7   115.9   120.0
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    60.6    74.5    89.0   104.2   115.8   115.9   120.0
            M    1508.3  1384.2  1093.4   623.6   185.5   179.0     0.0
Total     : M+   4017.6  3514.2  2672.1  1472.2   429.6   414.5     0.0
            V      68.7   110.5   146.0   181.5   206.5   206.8   215.7
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    80.1   113.3   147.1   181.5   206.5   206.8   215.7
            M    3804.7  3386.9  2607.4  1454.0   427.2   412.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.3             33.3
Deck+Haunch            36.8             36.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           33.0             33.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   145.0   150.3   513.4   926.4  1209.2  1376.9  1421.2
            V      96.0    92.7    92.6    83.3    70.4    57.4    39.4    26.5
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    96.0    92.7    92.6    83.4    71.2    59.6    48.5    37.9
            M       0.0   143.2   148.4   498.9   874.7  1107.3  1206.6  1182.2
Total     : M+      0.0   378.2   392.0  1343.8  2440.5  3211.9  3673.4  3816.6
            V     191.7   183.6   183.3   160.6   128.4    96.1    58.9    26.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.7   183.6   183.3   160.7   129.3    98.4    68.0    38.1
            M       0.0   376.4   390.1  1329.3  2388.7  3110.0  3503.1  3577.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1376.9  1209.2   926.4   513.4   150.3   145.0     0.0
            V      39.4    57.4    70.4    83.3    92.6    92.7    96.0
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    48.5    59.6    71.2    83.4    92.6    92.7    96.0
            M    1206.6  1107.3   874.7   498.9   148.4   143.2     0.0
Total     : M+   3673.4  3211.9  2440.5  1343.8   392.0   378.2     0.0
            V      58.9    96.1   128.4   160.6   183.3   183.6   191.7
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    68.0    98.4   129.3   160.7   183.3   183.6   191.7
            M    3503.1  3110.0  2388.7  1329.3   390.1   376.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0   101.4   105.1   360.9   657.8   869.9   997.1  1039.6
(Max)       V      41.6    39.5    39.4    33.6    25.2    16.8     8.4     0.0
Self wt.  : M       0.0    73.0    75.6   259.8   473.6   626.3   717.9   748.5
(Min)       V      29.9    28.4    28.4    24.2    18.1    12.1     6.0     0.0
DL-Prec.  : M       0.0    12.2    12.7    43.6    79.4   105.0   120.4   125.5
DC(Max)     V       5.0     4.8     4.8     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.8     9.1    31.4    57.2    75.6    86.7    90.4
DC(Min)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   112.3   116.4   399.7   728.6   963.6  1104.5  1151.5
Haunch (Max)V      46.1    43.8    43.7    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    80.8    83.8   287.8   524.6   693.8   795.3   829.1
Haunch (Min)V      33.2    31.5    31.4    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.7     3.5     5.3     7.1     8.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.8     5.1     6.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    45.1    46.7   160.6   292.7   387.0   443.6   462.5
DC(Max)     V      18.5    17.6    17.5    14.9    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    32.5    33.7   115.6   210.7   278.6   319.4   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.1    25.0    85.9   156.6   207.1   237.4   247.5
DW(Max)     V       9.9     9.4     9.4     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.5    10.8    37.2    67.9    89.7   102.9   107.2
DW(Min)     V       4.3     4.1     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   317.3   328.8  1123.1  2026.6  2645.1  3012.0  3108.9
            V     210.0   202.8   202.5   182.3   153.9   125.5    86.3    57.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   210.0   202.8   202.6   182.4   155.8   130.4   106.1    83.0
            M       0.0   313.3   324.6  1091.2  1913.4  2422.3  2639.4  2586.1
Total     : M+      0.0   612.8   635.1  2175.4  3945.2  5183.0  5922.2  6144.4
            V     331.3   318.0   317.5   280.3   227.4   174.6   110.9    58.1
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   331.3   318.0   317.5   280.4   229.4   179.5   130.8    83.2
            M       0.0   608.8   630.9  2143.6  3832.0  4960.2  5549.6  5621.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     997.1   869.9   657.8   360.9   105.1   101.4     0.0
(Max)       V       8.4    16.8    25.2    33.6    39.4    39.5    41.6
Self wt.  : M     717.9   626.3   473.6   259.8    75.6    73.0     0.0
(Min)       V       6.0    12.1    18.1    24.2    28.4    28.4    29.9
DL-Prec.  : M     120.4   105.0    79.4    43.6    12.7    12.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.8     4.8     5.0
DL-Prec.  : M      86.7    75.6    57.2    31.4     9.1     8.8     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1104.5   963.6   728.6   399.7   116.4   112.3     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.7    43.8    46.1
Deck +    : M     795.3   693.8   524.6   287.8    83.8    80.8     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.4    31.5    33.2
Diaphragm : M       7.1     5.3     3.5     1.7     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     443.6   387.0   292.7   160.6    46.7    45.1     0.0
DC(Max)     V       3.7     7.5    11.2    14.9    17.5    17.6    18.5
DL-Comp   : M     319.4   278.6   210.7   115.6    33.7    32.5     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     237.4   207.1   156.6    85.9    25.0    24.1     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.4     9.4     9.9
DL-Comp   : M     102.9    89.7    67.9    37.2    10.8    10.5     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.1     4.3
LL + I    : M+   3012.0  2645.1  2026.6  1123.1   328.8   317.3     0.0
            V      86.3   125.5   153.9   182.3   202.5   202.8   210.0
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   106.1   130.4   155.8   182.4   202.6   202.8   210.0
            M    2639.4  2422.3  1913.4  1091.2   324.6   313.3     0.0
Total     : M+   5922.2  5183.0  3945.2  2175.4   635.1   612.8     0.0
            V     110.9   174.6   227.4   280.3   317.5   318.0   331.3
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   130.8   179.5   229.4   280.4   317.5   318.0   331.3
            M    5549.6  4960.2  3832.0  2143.6   630.9   608.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.6             41.6
Deck+Haunch            46.1             46.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           49.5             49.5
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.8    10.1    34.8    63.5    84.0    96.3   100.4
DC(Max)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    89.8    93.1   319.8   582.9   770.9   883.6   921.2
Haunch (Max)V      36.8    35.0    34.9    29.8    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.8     4.2     5.7     7.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.6   131.2   442.8   782.0  1016.4  1137.1  1128.1
            V     100.2    97.0    96.9    87.9    75.7    57.7    45.5    33.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.2    97.0    96.9    87.9    75.7    63.4    51.2    38.9
            M       0.0   126.6   131.2   442.8   782.0   991.5  1071.2  1021.0
Total     : M+      0.0   359.8   372.9  1273.2  2296.1  3019.1  3433.6  3523.5
            V     195.9   187.9   187.6   165.3   133.7    96.5    64.9    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   195.9   187.9   187.6   165.3   133.7   102.2    70.6    39.1
            M       0.0   359.8   372.9  1273.2  2296.1  2994.2  3367.6  3416.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
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      96.3    84.0    63.5    34.8    10.1     9.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     883.6   770.9   582.9   319.8    93.1    89.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.8    34.9    35.0    36.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.7     4.2     2.8     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     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
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     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
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+   1137.1  1016.4   782.0   442.8   131.2   126.6     0.0
            V      45.5    57.7    75.7    87.9    96.9    97.0   100.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.2    63.4    75.7    87.9    96.9    97.0   100.2
            M    1071.2   991.5   782.0   442.8   131.2   126.6     0.0
Total     : M+   3433.6  3019.1  2296.1  1273.2   372.9   359.8     0.0
            V      64.9    96.5   133.7   165.3   187.6   187.9   195.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.6   102.2   133.7   165.3   187.6   187.9   195.9
            M    3367.6  2994.2  2296.1  1273.2   372.9   359.8     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.020   0.069   0.126   0.165   0.189   0.197 
Precast-top    0.020   0.338   0.347   0.897   1.463   1.763   1.976   2.107 
Bottom         0.474   2.464   2.456   1.944   1.415   1.126   0.929   0.817 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.200   0.353   0.458   0.513   0.513 
Precast-top    0.010   0.205   0.210   0.573   0.951   1.165   1.305   1.368 
Bottom         0.237   1.130   1.123   0.619   0.091  -0.230  -0.417  -0.466 
 

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
    331.3    7.0   57.7    0.522   3.7   6.00e-3 50.0    334.0     1.387    5.493      0.18
      0.0    0.6   57.4     31.5 0.121      30.4 0.87    24.00     0.121    2.057 
Transfer:   3.00
    318.0    7.0   57.7    3.130  22.3  -0.00e-3 29.0    168.2     0.333    1.360      0.00
    608.8    3.4   56.0    189.0 0.113     162.9 4.80    24.00     0.121    2.143 
Critical:   5.15
    306.5    7.0   57.7    3.534  22.3  -0.04e-3 28.9    151.6     0.300    1.030      0.00
   1078.1    3.9   55.8    189.0 0.109     166.8 4.93    24.00     0.121    2.085 
0.1L    :  10.10
    280.4    7.0   57.7    4.456  22.3  -0.04e-3 28.8    123.1     0.245    0.343      0.00
   2143.6    4.8   55.3    189.0 0.100     166.1 4.96    24.00     0.121    1.157 
0.2L    :  20.20
    229.4    7.0   53.5    6.076  22.3  -0.01e-3 29.0     83.0     0.180    0.282      0.00
   3832.0    5.2   50.9    189.0 0.087     149.5 4.85    24.00     0.121    1.184 
0.3L    :  30.30
    179.5    7.0   56.1    6.076  22.3   0.70e-3 31.5     75.2     0.172    0.282      0.00
   4960.2    5.2   53.5    189.0 0.063     101.9 3.14    24.00     0.121    1.242 
0.4L    :  40.40
    130.8    7.0   57.4    6.076   0.0   1.14e-3 33.0     59.5     0.141    0.282      0.00
   5549.6    5.2   54.8    189.0 0.051      85.8 2.59    24.00     0.121    1.411 
0.5L    :  50.50
     83.2    7.0   57.4    6.076   0.0   0.96e-3 32.4      0.0     0.121    0.282      0.00
   5621.6    5.2   54.8    189.0 0.032      92.7 2.79    24.00     0.121    2.325 
0.6L    :  60.60
    130.8    7.0   57.4    6.076   0.0   1.14e-3 33.0     59.5     0.141    0.282      0.00
   5549.6    5.2   54.8    189.0 0.051      85.8 2.59    24.00     0.121    1.411 
0.7L    :  70.70
    179.5    7.0   56.1    6.076  22.3   0.70e-3 31.5     75.2     0.172    0.282      0.00
   4960.2    5.2   53.5    189.0 0.063     101.9 3.14    24.00     0.121    1.242 
0.8L    :  80.80
    229.4    7.0   53.5    6.076  22.3  -0.01e-3 29.0     83.0     0.180    0.282      0.00
   3832.0    5.2   50.9    189.0 0.087     149.5 4.85    24.00     0.121    1.184 
0.9L    :  90.90
    280.4    7.0   57.7    4.456  22.3  -0.04e-3 28.8    123.1     0.245    0.343      0.00
   2143.6    4.8   55.3    189.0 0.100     166.1 4.96    24.00     0.121    1.157 
Critical:  95.85
    306.5    7.0   57.7    3.534  22.3  -0.04e-3 28.9    151.6     0.300    1.030      0.00
   1078.1    3.9   55.8    189.0 0.109     166.8 4.93    24.00     0.121    2.085 
Transfer:  98.00
    318.0    7.0   57.7    3.130  22.3  -0.00e-3 29.0    168.2     0.333    1.360      0.00
    608.8    3.4   56.0    189.0 0.113     162.9 4.80    24.00     0.121    2.143 
Bearing : 100.50
    331.3    7.0   57.7    0.522   3.7   6.00e-3 50.0    334.0     1.387    5.493      0.18
      0.0    0.6   57.4     31.5 0.121      30.4 0.87    24.00     0.121    2.057 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    331.3      6.41     57.70    0.58       57.41    24.00      0.160      1.737      0.386      0.533 
Transfer:      2.50
    318.0      6.31     57.70    3.43       55.99    24.00      0.160      1.704      0.366      0.533 
Critical:      4.65
    306.6      6.11     57.70    3.86       55.77    24.00      0.160      1.636      0.326      0.404 
0.1L    :      9.60
    280.4      5.64     57.70    4.85       55.28    24.00      0.160      1.478      0.231      0.343 
0.2L    :     19.70
    229.4      5.01     53.49    5.19       50.89    24.00      0.160      1.269      0.106      0.282 
0.3L    :     29.80
    179.5      3.73     56.09    5.20       53.49    24.00      0.160      0.843      0.000      0.282 
0.4L    :     39.90
    130.8      2.65     57.39    5.20       54.79    24.00      0.160      0.484      0.000      0.282 
0.5L    :     50.00
     83.2      1.69     57.39    5.20       54.79    24.00      0.160      0.162      0.000      0.282 
0.6L    :     60.10
    130.8      2.65     57.39    5.20       54.79    24.00      0.160      0.484      0.000      0.282 
0.7L    :     70.20
    179.5      3.73     56.09    5.20       53.49    24.00      0.160      0.843      0.000      0.282 
0.8L    :     80.30
    229.4      5.01     53.49    5.19       50.89    24.00      0.160      1.269      0.106      0.282 
0.9L    :     90.40
    280.4      5.64     57.70    4.85       55.28    24.00      0.160      1.478      0.231      0.343 
Critical:     95.35
    306.6      6.11     57.70    3.86       55.77    24.00      0.160      1.636      0.326      0.404 
Transfer:     97.50
    318.0      6.31     57.70    3.43       55.99    24.00      0.160      1.704      0.366      0.533 
Bearing :    100.00
    331.3      6.41     57.70    0.58       57.41    24.00      0.160      1.737      0.386      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.60 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
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          :       0.865            1.530            1.794
 
At 0.2 x L = 19.70 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
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          :       1.516            2.678            3.132
 
At 0.3 x L = 29.80 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
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          :       1.956            3.452            4.028
 
At 0.4 x L = 39.90 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
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          :       2.215            3.907            4.553
 
At 0.5 x L = 50.00 ft
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
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          :       2.309            4.072            4.744
 
At 0.6 x L = 60.10 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
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          :       2.215            3.907            4.553
 
At 0.7 x L = 70.20 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
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          :       1.956            3.452            4.028
 
At 0.8 x L = 80.30 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
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          :       1.516            2.678            3.132
 
At 0.9 x L = 90.40 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
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          :       0.865            1.530            1.794
 

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
   612.8    49.1  3.983  263.8    4.0   3.43   4145.3  0.042T 1.00       -       -     -     -  
H/2     :   2.59
   635.1    49.1  4.006  263.7    4.1   3.45   4169.3  0.041T 1.00       -       -     -     -  
0.1L    :   9.60
  2175.4    50.9  5.671  261.5    5.7   4.85   5990.1  0.029T 1.00       -       -     -     -  
0.2L    :  19.70
  3945.2    53.5  6.076  261.4    6.1   5.19   6735.5  0.027T 1.00    625.2   625.2   10.77    -  
0.3L    :  29.80
  5183.0    56.1  6.076  261.8    6.1   5.20   7089.8  0.027T 1.00    432.1   432.1   16.41    -  
0.4L    :  39.90
  5922.2    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    318.5   318.5   22.82    -  
0.5L    :  50.00
  6144.4    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    273.6   273.6   26.56    -  
0.6L    :  60.10
  5922.2    57.4  6.076  261.9    6.1   5.20   7267.0  0.027T 1.00    318.5   318.5   22.82    -  
0.7L    :  70.20
  5183.0    56.1  6.076  261.8    6.1   5.20   7089.8  0.027T 1.00    432.1   432.1   16.41    -  
0.8L    :  80.30
  3945.2    53.5  6.076  261.4    6.1   5.19   6735.5  0.027T 1.00    625.2   625.2   10.77    -  
0.9L    :  90.40
  2175.4    50.9  5.671  261.5    5.7   4.85   5990.1  0.029T 1.00       -       -     -     -  
H/2     :  97.41
   635.1    49.1  4.006  263.7    4.1   3.45   4169.3  0.041T 1.00       -       -     -     -  
Transfer:  97.50
   612.8    49.1  3.983  263.8    4.0   3.43   4145.3  0.042T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.033
        M   2.00 Fb     0.199
 
  2   2 E  50.50 Ft     0.430
        M   8.00 Fb     0.112
 
  3   2 E  48.50 Ft     0.804
        M   6.00 Fb     0.043
 
  4   2 E  46.50 Ft     1.154
        M   4.00 Fb    -0.007
 
  5   2 E   8.00 Ft     1.095
        M   8.00 Fb     0.264
 
  6   2 E   8.00 Ft     1.036
        M   8.00 Fb     0.536
 
  7   2 E   6.00 Ft     0.954
        M   6.00 Fb     0.825
 
  8   2 E   6.00 Ft     0.872
        M   6.00 Fb     1.115
 
  9   2 E   6.00 Ft     0.789
        M   6.00 Fb     1.405
 
 10   2 E   4.00 Ft     0.683
        M   4.00 Fb     1.713
 
 11   2 E   4.00 Ft     0.577
        M   4.00 Fb     2.021
 
 12   2 E   2.00 Ft     0.448
        M   2.00 Fb     2.348
 
 13   2 E   2.00 Ft     0.319
        M   2.00 Fb     2.675
 
 14   2 E   2.00 Ft     0.190
        M   2.00 Fb     3.001
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 101.00            Release Length, ft: 101.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.17 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.060     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121   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)                  7267.04     6144.37     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   0.197     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.107     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   2.464    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   1.368     Midspan
    Pre.Bot:                                                             3.000   1.130    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
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          :       2.309            4.072            4.744
 
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  100.00
     DC  Line       0.010      0.00       0.010  100.00
     DC  Line       0.064      0.00       0.064  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.000 ft
Release length = 101.000 ft
Design  length = 100.000 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)  : 0.588   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.760   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.819   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1178.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554900 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.8 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.60    19.70    29.80    39.90    50.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    644.8    675.2    675.2    675.2    675.2    675.2    675.2    675.2
  Yb      ,  in    24.27    23.77    23.76    23.67    23.53    23.39    23.32    23.32
  MI(Ixx) , in4   215643   219289   219308   220817   223388   226427   228122   228122
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1184.5   1213.1   1213.1   1213.1   1213.1   1213.1   1213.1   1213.1
  Yb      ,  in    39.80    39.17    39.16    39.11    39.04    38.97    38.93    38.93
  MI(Ixx) , in4   558773   578727   578770   582099   587281   592915   595901   595901

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4066.8 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         =    4286.83 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:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.35 ft from member end )
END PATTERN (Ycg = 13.96 in):
     8 @  2.000 in     4 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.86 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
     8 @  2.000 in     4 @  4.000 in     6 @  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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.743 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.678 ft
Holddown Force        =  25.443 kips     Beam Shrtng (PL/AE)   =      0.526 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)       
--------------------------------------------------------------------------------------
      2830.124         740 2094.292     16.592 67196.711   730.938     259.868        
 
 
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      10.47       3.5000      4.3799     No
      2      US#5[M16]       60.00        0.62      11.88       4.3799      5.3701     No
      2      US#4[M13]       60.00        0.40      11.88       3.8750      7.8333    Yes
      2      US#4[M13]       60.00        0.40      14.00       7.8333     13.6667    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6667     87.3333    Yes
      2      US#4[M13]       60.00        0.40      14.00      87.3333     93.1667    Yes
      2      US#4[M13]       60.00        0.40      11.88      93.1667     97.1250    Yes
      2      US#5[M16]       60.00        0.62      11.88      95.6299     96.6201     No
      2      US#5[M16]       60.00        0.62      10.47      96.6201     97.5000     No
      2      US#5[M16]       60.00        0.62       9.00      97.5000     99.7500     No
      2      US#5[M16]       60.00        0.62       7.50      99.7500    100.3750     No
      2      US#5[M16]       60.00        0.62       3.00     100.3750    100.6250     No
      2      US#4[M13]       60.00        0.40       9.00      97.1250    100.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      99.8750    100.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000   4.0000       8.00 
      1 US#4[M13]           2.00 0.200 97.0000 101.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000  35.3330       3.00 
      2 US#5[M16]           2.00 0.620 65.6670 101.0000       3.00 
      2 US#6[M19]           2.00 0.880 32.9163  68.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  4.86 in
         P_init    =     1191.0 kips  Ecc = 19.51 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.427 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.50 ksi    0.00 ksi
    due to Composite Loads                                 -2.44 ksi    0.00 ksi
    due to Live Loads                                      -6.59 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)             8.76 ksi ( 4.47 %)
Total Prestress Losses                                    25.77 ksi (13.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0    15.9    16.4    56.4   102.9   136.0   156.0   162.6
DC(Max)     V       6.5     6.2     6.2     5.3     3.9     2.6     1.3     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    82.0    84.9   291.8   531.9   703.4   806.3   840.6
Haunch (Max)V      33.6    31.9    31.9    27.2    20.4    13.6     6.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.5     2.2     3.0     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   184.3   191.0   652.5  1177.5  1536.8  1750.0  1806.3
            V      97.3    94.0    93.9    84.5    71.3    58.2    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    97.3    94.0    93.9    84.5    72.2    60.4    49.2    38.5
            M       0.0   182.0   188.6   634.0  1111.7  1407.4  1533.5  1502.5
Total     : M+      0.0   415.6   430.7  1475.9  2678.5  3522.0  4026.1  4179.5
            V     192.2   184.1   183.8   161.1   128.8    96.6    59.2    26.9
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   192.2   184.1   183.8   161.2   129.7    98.8    68.4    38.5
            M       0.0   413.2   428.3  1457.4  2612.7  3392.6  3809.6  3875.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M     156.0   136.0   102.9    56.4    16.4    15.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.2     6.5
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     806.3   703.4   531.9   291.8    84.9    82.0     0.0
Haunch (Max)V       6.8    13.6    20.4    27.2    31.9    31.9    33.6
Diaphragm : M       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1750.0  1536.8  1177.5   652.5   191.0   184.3     0.0
            V      40.0    58.2    71.3    84.5    93.9    94.0    97.3
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    49.2    60.4    72.2    84.5    93.9    94.0    97.3
            M    1533.5  1407.4  1111.7   634.0   188.6   182.0     0.0
Total     : M+   4025.8  3521.8  2678.3  1475.8   430.7   415.6     0.0
            V      59.2    96.5   128.8   161.1   183.8   184.1   192.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    68.4    98.8   129.7   161.2   183.8   184.1   192.2
            M    3809.3  3392.4  2612.5  1457.3   428.3   413.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.3             33.3
Deck+Haunch            33.6             33.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           33.0             33.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
DL-Prec.  : M       0.0    15.9    16.4    56.4   102.9   136.0   156.0   162.6
DC(Max)     V       6.5     6.2     6.2     5.3     3.9     2.6     1.3     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    82.0    84.9   291.8   531.9   703.4   806.3   840.6
Haunch (Max)V      33.6    31.9    31.9    27.2    20.4    13.6     6.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.5     2.2     3.0     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   147.5   152.8   522.0   942.0  1229.4  1400.0  1445.0
            V      77.9    75.2    75.1    67.6    57.1    46.5    32.0    21.5
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    77.9    75.2    75.1    67.6    57.8    48.3    39.3    30.8
            M       0.0   145.6   150.9   507.2   889.3  1125.9  1226.8  1202.0
Total     : M+      0.0   378.7   392.5  1345.4  2443.0  3214.7  3676.1  3818.2
            V     172.7   165.3   165.0   144.2   114.6    84.9    51.2    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   172.7   165.3   165.0   144.3   115.3    86.7    58.6    30.8
            M       0.0   376.8   390.6  1330.6  2390.3  3111.2  3502.9  3575.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
DL-Prec.  : M     156.0   136.0   102.9    56.4    16.4    15.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.2     6.5
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     806.3   703.4   531.9   291.8    84.9    82.0     0.0
Haunch (Max)V       6.8    13.6    20.4    27.2    31.9    31.9    33.6
Diaphragm : M       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
LL + I    : M+   1400.0  1229.4   942.0   522.0   152.8   147.5     0.0
            V      32.0    46.5    57.1    67.6    75.1    75.2    77.9
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    39.3    48.3    57.8    67.6    75.1    75.2    77.9
            M    1226.8  1125.9   889.3   507.2   150.9   145.6     0.0
Total     : M+   3675.8  3214.5  2442.8  1345.3   392.5   378.7     0.0
            V      51.2    84.9   114.6   144.2   165.0   165.3   172.7
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    58.6    86.7   115.3   144.3   165.0   165.3   172.7
            M    3502.6  3110.9  2390.2  1330.5   390.5   376.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0   101.4   105.1   360.9   657.8   869.9   997.1  1039.6
(Max)       V      41.6    39.5    39.4    33.6    25.2    16.8     8.4     0.0
Self wt.  : M       0.0    73.0    75.6   259.8   473.6   626.3   717.9   748.5
(Min)       V      29.9    28.4    28.4    24.2    18.1    12.1     6.0     0.0
DL-Prec.  : M       0.0    19.8    20.5    70.5   128.6   170.1   194.9   203.2
DC(Max)     V       8.1     7.7     7.7     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0    14.3    14.8    50.8    92.6   122.4   140.4   146.3
DC(Min)     V       5.9     5.6     5.5     4.7     3.5     2.4     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   102.4   106.2   364.7   664.9   879.2  1007.8  1050.7
Haunch (Max)V      42.0    39.9    39.8    34.0    25.5    17.0     8.5     0.0
Deck +    : M       0.0    73.8    76.5   262.6   478.7   633.0   725.6   756.5
Haunch (Min)V      30.3    28.7    28.7    24.5    18.3    12.2     6.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.9     1.8     2.8     3.7     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     2.0     2.7     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    45.1    46.7   160.6   292.7   387.0   443.6   462.5
DC(Max)     V      18.5    17.6    17.5    14.9    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    32.5    33.7   115.6   210.7   278.6   319.4   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.1    25.0    85.9   156.6   207.1   237.4   247.5
DW(Max)     V       9.9     9.4     9.4     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.5    10.8    37.2    67.9    89.7   102.9   107.2
DW(Min)     V       4.3     4.1     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   322.6   334.3  1141.9  2060.6  2689.4  3062.5  3161.0
            V     170.3   164.5   164.3   147.8   124.8   101.8    70.0    47.0
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   170.3   164.5   164.3   147.9   126.4   105.8    86.1    67.3
            M       0.0   318.5   330.0  1109.5  1945.4  2462.9  2683.7  2629.4
Total     : M+      0.0   615.7   638.1  2185.4  3962.9  5205.5  5947.1  6168.7
            V     290.6   278.7   278.3   245.0   197.7   150.4    94.3    47.1
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   290.6   278.7   278.3   245.1   199.3   154.4   110.4    67.4
            M       0.0   611.6   633.8  2153.0  3847.8  4979.0  5568.4  5637.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     997.1   869.9   657.8   360.9   105.1   101.4     0.0
(Max)       V       8.4    16.8    25.2    33.6    39.4    39.5    41.6
Self wt.  : M     717.9   626.3   473.6   259.8    75.6    73.0     0.0
(Min)       V       6.0    12.1    18.1    24.2    28.4    28.4    29.9
DL-Prec.  : M     194.9   170.1   128.6    70.5    20.5    19.8     0.0
DC(Max)     V       1.6     3.3     4.9     6.6     7.7     7.7     8.1
DL-Prec.  : M     140.4   122.4    92.6    50.8    14.8    14.3     0.0
DC(Min)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1007.8   879.2   664.9   364.7   106.2   102.4     0.0
Haunch (Max)V       8.5    17.0    25.5    34.0    39.8    39.9    42.0
Deck +    : M     725.6   633.0   478.7   262.6    76.5    73.8     0.0
Haunch (Min)V       6.1    12.2    18.3    24.5    28.7    28.7    30.3
Diaphragm : M       3.4     2.5     1.7     0.8     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     443.6   387.0   292.7   160.6    46.7    45.1     0.0
DC(Max)     V       3.7     7.5    11.2    14.9    17.5    17.6    18.5
DL-Comp   : M     319.4   278.6   210.7   115.6    33.7    32.5     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     237.4   207.1   156.6    85.9    25.0    24.1     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.4     9.4     9.9
DL-Comp   : M     102.9    89.7    67.9    37.2    10.8    10.5     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.1     4.3
LL + I    : M+   3062.5  2689.4  2060.6  1141.9   334.3   322.6     0.0
            V      70.0   101.8   124.8   147.8   164.3   164.5   170.3
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    86.1   105.8   126.4   147.9   164.3   164.5   170.3
            M    2683.7  2462.9  1945.4  1109.5   330.0   318.5     0.0
Total     : M+   5946.8  5205.2  3962.7  2185.3   638.1   615.6     0.0
            V      94.3   150.4   197.7   245.0   278.2   278.7   290.6
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   110.4   154.4   199.3   245.1   278.3   278.7   290.6
            M    5568.0  4978.7  3847.6  2153.0   633.8   611.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.6             41.6
Deck+Haunch            42.0             42.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.1              8.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           49.5             49.5
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
Self wt.  : M       0.0    81.1    84.0   288.7   526.2   695.9   797.7   831.6
(Max)       V      33.3    31.6    31.5    26.9    20.2    13.4     6.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    15.9    16.4    56.4   102.9   136.0   156.0   162.6
DC(Max)     V       6.5     6.2     6.2     5.3     3.9     2.6     1.3     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    82.0    84.9   291.8   531.9   703.4   806.3   840.6
Haunch (Max)V      33.6    31.9    31.9    27.2    20.4    13.6     6.8     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     0.2     0.2     0.7     1.5     2.2     3.0     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    36.1    37.4   128.4   234.1   309.6   354.9   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.1    16.7    57.3   104.4   138.1   158.3   165.0
DW(Max)     V       6.6     6.3     6.3     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   182.8   189.4   639.2  1128.9  1467.2  1641.5  1628.4
            V      97.1    94.0    93.9    85.2    73.3    55.9    44.1    32.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.1    94.0    93.9    85.2    73.3    61.5    49.6    37.7
            M       0.0   182.8   189.4   639.2  1128.9  1431.3  1546.2  1473.8
Total     : M+      0.0   414.0   429.1  1462.5  2629.9  3452.4  3917.6  4001.6
            V     191.9   184.1   183.8   161.9   130.9    94.3    63.3    32.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.9   184.1   183.8   161.9   130.9    99.8    68.8    37.8
            M       0.0   414.0   429.1  1462.5  2629.9  3416.5  3822.3  3847.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.10   70.20   80.30   90.40   97.41   97.50  100.00
Self wt.  : M     797.7   695.9   526.2   288.7    84.0    81.1     0.0
(Max)       V       6.7    13.4    20.2    26.9    31.5    31.6    33.3
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     156.0   136.0   102.9    56.4    16.4    15.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.2     6.5
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     806.3   703.4   531.9   291.8    84.9    82.0     0.0
Haunch (Max)V       6.8    13.6    20.4    27.2    31.9    31.9    33.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.9   309.6   234.1   128.4    37.4    36.1     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
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     158.3   138.1   104.4    57.3    16.7    16.1     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.3     6.3     6.6
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+   1641.5  1467.2  1128.9   639.2   189.4   182.8     0.0
            V      44.1    55.9    73.3    85.2    93.9    94.0    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    49.6    61.5    73.3    85.2    93.9    94.0    97.1
            M    1546.2  1431.3  1128.9   639.2   189.4   182.8     0.0
Total     : M+   3917.3  3452.2  2629.8  1462.5   429.0   414.0     0.0
            V      63.3    94.3   130.8   161.9   183.8   184.1   191.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    68.8    99.8   130.8   161.9   183.8   184.1   191.9
            M    3822.0  3416.3  2629.8  1462.5   429.0   414.0     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
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   0.022   0.074   0.134   0.177   0.202   0.210 
Precast-top    0.020   0.336   0.345   0.890   1.450   1.746   1.956   2.084 
Bottom         0.474   2.466   2.458   1.952   1.429   1.143   0.949   0.840 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.10   20.20   30.30   40.40   50.50   35.35
 
Beam-Self
Precast-top    0.162   0.503   0.889   1.156   1.315   1.369   1.248 
Bottom        -0.127  -0.393  -0.686  -0.883  -0.999  -1.040  -0.951 
 
Prestress
Precast-top    0.028  -0.249  -0.635  -1.010  -1.193  -1.193  -1.193 
Bottom         3.129   3.335   3.616   3.883   4.011   4.011   4.011 
 
Total
Precast-top    0.189   0.254   0.254   0.146   0.121   0.176   0.055 
Bottom         3.002   2.942   2.930   3.000   3.012   2.970   3.060 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.39 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.60   19.70   29.80   39.90   50.00
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   0.084   0.087   0.292   0.515   0.667   0.746   0.745 
Precast-top    0.010   0.224   0.231   0.641   1.070   1.319   1.476   1.536 
Bottom         0.237   1.085   1.075   0.460  -0.186  -0.585  -0.812  -0.857 
 

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
    290.6    7.0   57.7    0.523   3.7   6.00e-3 50.0    288.8     1.200    5.493      0.00
      0.0    0.6   57.4     31.5 0.106      30.3 0.87    24.00     0.121    2.344 
Transfer:   3.00
    278.7    7.0   57.7    3.139  22.3  -0.03e-3 28.9    121.2     0.240    1.360      0.00
    611.6    3.8   55.8    189.0 0.098     166.2 4.91    24.00     0.121    2.438 
Critical:   5.13
    268.5    7.0   57.7    3.541  22.3  -0.07e-3 28.8    105.8     0.209    1.030      0.00
   1079.9    4.2   55.6    189.0 0.095     170.3 5.06    24.00     0.121    2.394 
0.1L    :  10.10
    245.1    7.0   57.7    4.467  22.3  -0.06e-3 28.8     82.7     0.165    0.343      0.00
   2153.0    5.3   55.0    189.0 0.087     167.3 5.02    24.00     0.121    1.327 
0.2L    :  20.20
    199.3    7.0   53.5    6.076  22.3  -0.02e-3 28.9     49.3     0.121    0.282      0.00
   3847.8    5.7   50.7    189.0 0.075     149.8 4.88    24.00     0.121    1.362 
0.3L    :  30.30
    154.4    7.0   56.1    6.076  22.3   0.61e-3 31.1     43.0     0.121    0.282      0.00
   4979.0    5.7   53.2    189.0 0.053     106.2 3.29    24.00     0.121    1.474 
0.4L    :  40.40
    110.4    7.0   57.4    6.076   0.0   1.08e-3 32.8     35.1     0.121    0.282      0.00
   5568.4    5.7   54.5    189.0 0.043      87.6 2.65    24.00     0.121    1.689 
0.5L    :  50.50
     67.4    7.0   57.4    6.076   0.0   0.92e-3 32.2      0.0     0.121    0.282      0.00
   5637.2    5.7   54.5    189.0 0.026      93.9 2.84    24.00     0.121    2.887 
0.6L    :  60.60
    110.4    7.0   57.4    6.076   0.0   1.08e-3 32.8     35.0     0.121    0.282      0.00
   5568.0    5.7   54.5    189.0 0.043      87.7 2.65    24.00     0.121    1.689 
0.7L    :  70.70
    154.4    7.0   56.1    6.076  22.3   0.61e-3 31.1     43.0     0.121    0.282      0.00
   4978.7    5.7   53.2    189.0 0.053     106.2 3.29    24.00     0.121    1.475 
0.8L    :  80.80
    199.3    7.0   53.5    6.076  22.3  -0.02e-3 28.9     49.3     0.121    0.282      0.00
   3847.6    5.7   50.7    189.0 0.075     149.8 4.88    24.00     0.121    1.362 
0.9L    :  90.90
    245.1    7.0   57.7    4.467  22.3  -0.06e-3 28.8     82.7     0.165    0.343      0.00
   2153.0    5.3   55.0    189.0 0.087     167.3 5.02    24.00     0.121    1.327 
Critical:  95.87
    268.5    7.0   57.7    3.541  22.3  -0.07e-3 28.8    105.8     0.209    1.030      0.00
   1079.8    4.2   55.6    189.0 0.095     170.3 5.06    24.00     0.121    2.394 
Transfer:  98.00
    278.7    7.0   57.7    3.139  22.3  -0.03e-3 28.9    121.2     0.240    1.360      0.00
    611.6    3.8   55.8    189.0 0.098     166.2 4.91    24.00     0.121    2.438 
Bearing : 100.50
    290.6    7.0   57.7    0.523   3.7   6.00e-3 50.0    288.8     1.200    5.493      0.00
      0.0    0.6   57.4     31.5 0.106      30.3 0.87    24.00     0.121    2.344 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    290.6      5.63     57.70    0.64       57.38    24.00      0.160      1.476      0.229      0.533 
Transfer:      2.50
    278.7      5.55     57.70    3.77       55.82    24.00      0.160      1.449      0.214      0.533 
Critical:      4.63
    268.6      5.37     57.70    4.24       55.59    24.00      0.160      1.390      0.178      0.404 
0.1L    :      9.60
    245.1      4.95     57.70    5.32       55.05    24.00      0.160      1.249      0.093      0.343 
0.2L    :     19.70
    199.3      4.37     53.49    5.68       50.65    24.00      0.160      1.057      0.000      0.282 
0.3L    :     29.80
    154.4      3.22     56.09    5.69       53.25    24.00      0.160      0.674      0.000      0.282 
0.4L    :     39.90
    110.4      2.25     57.39    5.69       54.55    24.00      0.160      0.350      0.000      0.282 
0.5L    :     50.00
     67.4      1.37     57.39    5.69       54.55    24.00      0.160      0.058      0.000      0.282 
0.6L    :     60.10
    110.4      2.25     57.39    5.69       54.55    24.00      0.160      0.350      0.000      0.282 
0.7L    :     70.20
    154.4      3.22     56.09    5.69       53.25    24.00      0.160      0.674      0.000      0.282 
0.8L    :     80.30
    199.3      4.37     53.49    5.68       50.65    24.00      0.160      1.057      0.000      0.282 
0.9L    :     90.40
    245.1      4.95     57.70    5.32       55.05    24.00      0.160      1.249      0.093      0.343 
Critical:     95.37
    268.6      5.37     57.70    4.24       55.59    24.00      0.160      1.390      0.178      0.404 
Transfer:     97.50
    278.7      5.55     57.70    3.77       55.82    24.00      0.160      1.449      0.214      0.533 
Bearing :    100.00
    290.6      5.63     57.70    0.64       57.38    24.00      0.160      1.476      0.229      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.60 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
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          :       0.865            1.530            1.794
 
At 0.2 x L = 19.70 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
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          :       1.516            2.678            3.132
 
At 0.3 x L = 29.80 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
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          :       1.956            3.452            4.028
 
At 0.4 x L = 39.90 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
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          :       2.215            3.907            4.553
 
At 0.5 x L = 50.00 ft
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
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          :       2.309            4.072            4.744
 
At 0.6 x L = 60.10 ft
Prestress      :       3.814  1.80      6.865  2.20      8.391
Self Wt.       :      -1.599  1.85     -2.958  2.40     -3.838
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          :       2.215            3.907            4.553
 
At 0.7 x L = 70.20 ft
Prestress      :       3.332  1.80      5.997  2.20      7.330
Self Wt.       :      -1.376  1.85     -2.545  2.40     -3.301
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          :       1.956            3.452            4.028
 
At 0.8 x L = 80.30 ft
Prestress      :       2.534  1.80      4.562  2.20      5.576
Self Wt.       :      -1.018  1.85     -1.884  2.40     -2.444
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          :       1.516            2.678            3.132
 
At 0.9 x L = 90.40 ft
Prestress      :       1.410  1.80      2.537  2.20      3.101
Self Wt.       :      -0.545  1.85     -1.007  2.40     -1.307
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          :       0.865            1.530            1.794
 

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
   615.7    49.1  3.995  263.2    4.4   3.77   4133.0  0.038T 1.00       -       -     -     -  
H/2     :   2.59
   638.1    49.1  4.017  263.1    4.5   3.79   4156.7  0.038T 1.00       -       -     -     -  
0.1L    :   9.60
  2185.4    50.9  5.685  260.7    6.3   5.32   5957.0  0.026T 1.00       -       -     -     -  
0.2L    :  19.70
  3962.9    53.5  6.076  260.6    6.7   5.68   6682.4  0.024T 1.00    639.1   639.1   10.46    -  
0.3L    :  29.80
  5205.5    56.1  6.076  261.0    6.7   5.69   7036.4  0.024T 1.00    454.7   454.7   15.47    -  
0.4L    :  39.90
  5947.1    57.4  6.076  261.2    6.7   5.69   7213.5  0.024T 1.00    346.3   346.3   20.83    -  
0.5L    :  50.00
  6168.7    57.4  6.076  261.2    6.7   5.69   7213.5  0.024T 1.00    303.9   303.9   23.74    -  
0.6L    :  60.10
  5946.8    57.4  6.076  261.2    6.7   5.69   7213.5  0.024T 1.00    346.5   346.5   20.82    -  
0.7L    :  70.20
  5205.2    56.1  6.076  261.0    6.7   5.69   7036.4  0.024T 1.00    454.8   454.8   15.47    -  
0.8L    :  80.30
  3962.7    53.5  6.076  260.6    6.7   5.68   6682.4  0.024T 1.00    639.2   639.2   10.45    -  
0.9L    :  90.40
  2185.3    50.9  5.685  260.7    6.3   5.32   5957.0  0.026T 1.00       -       -     -     -  
H/2     :  97.41
   638.1    49.1  4.017  263.1    4.5   3.79   4156.7  0.038T 1.00       -       -     -     -  
Transfer:  97.50
   615.6    49.1  3.995  263.2    4.4   3.77   4133.0  0.038T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.033
        M   2.00 Fb     0.199
 
  2   2 E  50.50 Ft     0.430
        M   8.00 Fb     0.112
 
  3   2 E  48.50 Ft     0.804
        M   6.00 Fb     0.043
 
  4   2 E  46.50 Ft     1.154
        M   4.00 Fb    -0.007
 
  5   2 E   8.00 Ft     1.095
        M   8.00 Fb     0.264
 
  6   2 E   8.00 Ft     1.036
        M   8.00 Fb     0.536
 
  7   2 E   6.00 Ft     0.954
        M   6.00 Fb     0.825
 
  8   2 E   6.00 Ft     0.872
        M   6.00 Fb     1.115
 
  9   2 E   6.00 Ft     0.789
        M   6.00 Fb     1.405
 
 10   2 E   4.00 Ft     0.683
        M   4.00 Fb     1.713
 
 11   2 E   4.00 Ft     0.577
        M   4.00 Fb     2.021
 
 12   2 E   2.00 Ft     0.448
        M   2.00 Fb     2.348
 
 13   2 E   2.00 Ft     0.319
        M   2.00 Fb     2.675
 
 14   2 E   2.00 Ft     0.190
        M   2.00 Fb     3.001
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 101.00            Release Length, ft: 101.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.060     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121   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)                  7213.54     6168.73     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   0.210     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.084     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   2.466    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   1.536     Midspan
    Pre.Bot:                                                             3.000   1.085    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.988  1.80      7.179  2.20      8.774
Self Wt.       :      -1.679  1.85     -3.106  2.40     -4.030
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          :       2.309            4.072            4.744
 
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

