 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : B Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 34 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 no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2.125' and 1.758', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5ksi, 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_a240.tmp\B34\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       13.000
Bridge c/s,MI(Ixx), in4 =   1170545.50
 
SPAN DATA
---------
Precast length    , ft =     35.167
Bearing-to-bearing, ft =     34.167
Release span      , ft =     35.167
 
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-B    3.083    382.5    62000.0  39.00  17.06  13.00   6.833
 2             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 3             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 4             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 5             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   6.834
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.630        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.064    0.00       0.064   34.17   Additional Overhang Load
   1    1    DC Line        0.007    0.00       0.007   34.17   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   34.17   Sacrificial Wearing Surface
   1    2    DC Line        0.007    0.00       0.007   34.17   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    3    DC Line        0.007    0.00       0.007   34.17   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    4    DC Line        0.007    0.00       0.007   34.17   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    5    DC Line        0.064    0.00       0.064   34.17   Additional Overhang Load
   1    5    DC Line        0.007    0.00       0.007   34.17   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   34.17   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   17.000
   1    2        0.285   17.000
   1    3        0.285   17.000
   1    4        0.285   17.000
   1    5        0.143   17.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   34.17   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   34.17   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    0.111     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4066.8 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.63 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3957 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62   10.00  2.0210  2.8599 No        
       2 US#5[M16]  60.0  0.62   11.63  2.8599  3.8291 No        
       2 US#5[M16]  60.0  0.62   13.63  3.8291  4.9649 No        
       2 US#5[M16]  60.0  0.62   15.00  4.9600 11.2100 No        
       2 US#4[M13]  60.0  0.40   11.00  2.3957  3.3199 Yes       
       2 US#4[M13]  60.0  0.40   12.25  3.3199  4.3501 Yes       
       2 US#4[M13]  60.0  0.40   15.00  4.3501 13.1001 Yes       
       2 US#4[M13]  60.0  0.40   18.00 13.1001 22.0669 Yes       
       2 US#4[M13]  60.0  0.40   15.00 22.0669 30.8169 Yes       
       2 US#4[M13]  60.0  0.40   12.25 30.8169 31.8471 Yes       
       2 US#4[M13]  60.0  0.40   11.00 31.8471 32.7713 Yes       
       2 US#5[M16]  60.0  0.62   15.00 23.9570 30.2070 No        
       2 US#5[M16]  60.0  0.62   13.63 30.2070 31.3428 No        
       2 US#5[M16]  60.0  0.62   11.63 31.3428 32.3120 No        
       2 US#5[M16]  60.0  0.62   10.00 32.3071 33.1460 No        
       2 US#5[M16]  60.0  0.62    9.00 33.1460 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3957 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62   10.00  2.0210  2.8599 No        
       2 US#5[M16]  60.0  0.62   11.63  2.8599  3.8291 No        
       2 US#5[M16]  60.0  0.62  13.63*  3.8291  4.9649 No        
       2 US#5[M16]  60.0  0.62  15.00*  4.9600 11.2100 No        
       2 US#4[M13]  60.0  0.40   11.00  2.3957  3.3199 Yes       
       2 US#4[M13]  60.0  0.40   12.25  3.3199  4.3501 Yes       
       2 US#4[M13]  60.0  0.40  15.00*  4.3501 13.1001 Yes       
       2 US#4[M13]  60.0  0.40   18.00 13.1001 22.0669 Yes       
       2 US#4[M13]  60.0  0.40  15.00* 22.0669 30.8169 Yes       
       2 US#4[M13]  60.0  0.40   12.25 30.8169 31.8471 Yes       
       2 US#4[M13]  60.0  0.40   11.00 31.8471 32.7713 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 23.9570 30.2070 No        
       2 US#5[M16]  60.0  0.62  13.63* 30.2070 31.3428 No        
       2 US#5[M16]  60.0  0.62   11.63 31.3428 32.3120 No        
       2 US#5[M16]  60.0  0.62   10.00 32.3071 33.1460 No        
       2 US#5[M16]  60.0  0.62    9.00 33.1460 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3957 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62   10.00  2.0210  2.8599 No        
       2 US#5[M16]  60.0  0.62   11.63  2.8599  3.8291 No        
       2 US#5[M16]  60.0  0.62  13.63*  3.8291  4.9649 No        
       2 US#5[M16]  60.0  0.62  15.00*  4.9600 11.2100 No        
       2 US#4[M13]  60.0  0.40   11.00  2.3957  3.3199 Yes       
       2 US#4[M13]  60.0  0.40   12.25  3.3199  4.3501 Yes       
       2 US#4[M13]  60.0  0.40  15.00*  4.3501 13.1001 Yes       
       2 US#4[M13]  60.0  0.40   18.00 13.1001 22.0669 Yes       
       2 US#4[M13]  60.0  0.40  15.00* 22.0669 30.8169 Yes       
       2 US#4[M13]  60.0  0.40   12.25 30.8169 31.8471 Yes       
       2 US#4[M13]  60.0  0.40   11.00 31.8471 32.7713 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 23.9570 30.2070 No        
       2 US#5[M16]  60.0  0.62  13.63* 30.2070 31.3428 No        
       2 US#5[M16]  60.0  0.62   11.63 31.3428 32.3120 No        
       2 US#5[M16]  60.0  0.62   10.00 32.3071 33.1460 No        
       2 US#5[M16]  60.0  0.62    9.00 33.1460 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3957 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62   10.00  2.0210  2.8599 No        
       2 US#5[M16]  60.0  0.62   11.63  2.8599  3.8291 No        
       2 US#5[M16]  60.0  0.62  13.63*  3.8291  4.9649 No        
       2 US#5[M16]  60.0  0.62  15.00*  4.9600 11.2100 No        
       2 US#4[M13]  60.0  0.40   11.00  2.3957  3.3199 Yes       
       2 US#4[M13]  60.0  0.40   12.25  3.3199  4.3501 Yes       
       2 US#4[M13]  60.0  0.40  15.00*  4.3501 13.1001 Yes       
       2 US#4[M13]  60.0  0.40   18.00 13.1001 22.0669 Yes       
       2 US#4[M13]  60.0  0.40  15.00* 22.0669 30.8169 Yes       
       2 US#4[M13]  60.0  0.40   12.25 30.8169 31.8471 Yes       
       2 US#4[M13]  60.0  0.40   11.00 31.8471 32.7713 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 23.9570 30.2070 No        
       2 US#5[M16]  60.0  0.62  13.63* 30.2070 31.3428 No        
       2 US#5[M16]  60.0  0.62   11.63 31.3428 32.3120 No        
       2 US#5[M16]  60.0  0.62   10.00 32.3071 33.1460 No        
       2 US#5[M16]  60.0  0.62    9.00 33.1460 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3957 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62   10.00  2.0210  2.8599 No        
       2 US#5[M16]  60.0  0.62   11.63  2.8599  3.8291 No        
       2 US#5[M16]  60.0  0.62   13.63  3.8291  4.9649 No        
       2 US#5[M16]  60.0  0.62   15.00  4.9600 11.2100 No        
       2 US#4[M13]  60.0  0.40   11.00  2.3957  3.3199 Yes       
       2 US#4[M13]  60.0  0.40   12.25  3.3199  4.3501 Yes       
       2 US#4[M13]  60.0  0.40   15.00  4.3501 13.1001 Yes       
       2 US#4[M13]  60.0  0.40   18.00 13.1001 22.0669 Yes       
       2 US#4[M13]  60.0  0.40   15.00 22.0669 30.8169 Yes       
       2 US#4[M13]  60.0  0.40   12.25 30.8169 31.8471 Yes       
       2 US#4[M13]  60.0  0.40   11.00 31.8471 32.7713 Yes       
       2 US#5[M16]  60.0  0.62   15.00 23.9570 30.2070 No        
       2 US#5[M16]  60.0  0.62   13.63 30.2070 31.3428 No        
       2 US#5[M16]  60.0  0.62   11.63 31.3428 32.3120 No        
       2 US#5[M16]  60.0  0.62   10.00 32.3071 33.1460 No        
       2 US#5[M16]  60.0  0.62    9.00 33.1460 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  81.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.064      0.00       0.064   34.17
     DC  Line       0.007      0.00       0.007   34.17
     DC  Line       0.064      0.00       0.064   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.701   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.769   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.828   (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                  =        382.5 in2           1021.4 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           230432 in4#
Ht. of c.g.           =        17.06 in             33.49 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.2 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1023.0   1031.2   1029.5   1031.2   1031.2   1031.2   1031.2   1031.2
  Yb      ,  in    33.46    33.28    33.32    33.28    33.28    33.28    33.28    33.28
  MI(Ixx) , in4   231240   235238   234394   235238   235238   235238   235238   235238

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.970 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.963 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.090 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)       
-------------------------------------------------------------------------------------
       281.336         740 208.189      3.460 14011.881   254.468     110.764        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3957    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62      10.00       2.0210      2.8599     No
      2      US#5[M16]       60.00        0.62      11.63       2.8599      3.8291     No
      2      US#5[M16]       60.00        0.62      13.63       3.8291      4.9649     No
      2      US#5[M16]       60.00        0.62      15.00       4.9600     11.2100     No
      2      US#4[M13]       60.00        0.40      11.00       2.3957      3.3199    Yes
      2      US#4[M13]       60.00        0.40      12.25       3.3199      4.3501    Yes
      2      US#4[M13]       60.00        0.40      15.00       4.3501     13.1001    Yes
      2      US#4[M13]       60.00        0.40      18.00      13.1001     22.0669    Yes
      2      US#4[M13]       60.00        0.40      15.00      22.0669     30.8169    Yes
      2      US#4[M13]       60.00        0.40      12.25      30.8169     31.8471    Yes
      2      US#4[M13]       60.00        0.40      11.00      31.8471     32.7713    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9570     30.2070     No
      2      US#5[M16]       60.00        0.62      13.63      30.2070     31.3428     No
      2      US#5[M16]       60.00        0.62      11.63      31.3428     32.3120     No
      2      US#5[M16]       60.00        0.62      10.00      32.3071     33.1460     No
      2      US#5[M16]       60.00        0.62       9.00      33.1460     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.942 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.86 ksi    0.00 ksi
    due to Composite Loads                                 -0.47 ksi    0.00 ksi
    due to Live Loads                                      -2.49 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.60 ksi  ( 3.37 %)            17.58 ksi ( 8.97 %)
Total Prestress Losses                                    24.18 ksi (12.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     5.3     4.3     6.3    12.1    16.3    18.8    19.6
DC(Max)     V       2.3     2.0     2.0     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.5    21.2    31.4    60.4    81.0    93.4    97.6
Haunch (Max)V      11.4     9.8    10.1     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   127.0   102.3   149.9   275.2   354.8   405.0   416.9
            V      66.7    59.5    61.0    58.0    13.0    39.1    31.7    24.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.7    59.5    61.0    58.0    47.8    39.8    33.1    26.6
            M      -0.0   127.7   103.3   149.9   264.0   338.2   379.8   384.2
Total     : M+      0.0   191.7   154.1   226.7   422.8   553.0   633.7   655.9
            V      94.6    83.3    85.7    80.9    30.3    50.6    37.5    24.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.6    83.3    85.7    80.9    65.0    51.3    38.9    26.7
            M      -0.0   192.4   155.1   226.7   411.5   536.4   608.4   623.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      18.8    16.3    12.1     6.3     4.3     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.4    81.0    60.4    31.4    21.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.1     9.8    11.4
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    405.0   354.8   275.2   149.9   102.3   127.0     0.0
            V      31.7    39.1    13.0    58.0    61.0    59.5    66.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.1    39.8    47.8    58.0    61.0    59.5    66.7
            M     379.8   338.2   264.0   149.9   103.3   127.7    -0.0
Total     : M+    633.7   553.0   422.8   226.7   154.1   191.7     0.0
            V      37.5    50.6    30.3    80.9    85.7    83.3    94.6
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    38.9    51.3    65.0    80.9    85.7    83.3    94.6
            M     608.4   536.4   411.5   226.7   155.1   192.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.8              6.8
Deck+Haunch            11.4             11.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.3             25.3
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     5.3     4.3     6.3    12.1    16.3    18.8    19.6
DC(Max)     V       2.3     2.0     2.0     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.5    21.2    31.4    60.4    81.0    93.4    97.6
Haunch (Max)V      11.4     9.8    10.1     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   101.6    81.8   120.0   220.2   283.8   324.0   333.5
            V      53.4    47.6    48.8    46.4    10.4    31.3    25.4    19.5
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    53.4    47.6    48.8    46.4    38.2    31.8    26.5    21.3
            M      -0.0   102.1    82.7   120.0   211.2   270.5   303.8   307.4
Total     : M+      0.0   166.3   133.6   196.7   367.8   482.0   552.7   572.5
            V      81.3    71.4    73.5    69.4    27.7    42.8    31.2    19.5
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    81.3    71.4    73.5    69.4    55.5    43.4    32.3    21.3
            M      -0.0   166.8   134.4   196.7   358.7   468.7   532.5   546.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      18.8    16.3    12.1     6.3     4.3     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.4    81.0    60.4    31.4    21.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.1     9.8    11.4
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    324.0   283.8   220.2   120.0    81.8   101.6     0.0
            V      25.4    31.3    10.4    46.4    48.8    47.6    53.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    26.5    31.8    38.2    46.4    48.8    47.6    53.4
            M     303.8   270.5   211.2   120.0    82.7   102.1    -0.0
Total     : M+    552.7   482.0   367.7   196.7   133.6   166.3     0.0
            V      31.2    42.8    27.7    69.4    73.5    71.4    81.3
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    32.3    43.4    55.5    69.4    73.5    71.4    81.3
            M     532.5   468.7   358.7   196.7   134.4   166.8    -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    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    19.7    15.8    23.4    45.0    60.4    69.6    72.7
(Max)       V       8.5     7.3     7.5     7.0     5.3     3.5     1.8     0.0
Self wt.  : M       0.0    14.2    11.4    16.8    32.4    43.5    50.1    52.3
(Min)       V       6.1     5.2     5.4     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     6.6     5.3     7.9    15.2    20.4    23.5    24.5
DC(Max)     V       2.9     2.4     2.5     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     4.8     3.8     5.7    10.9    14.7    16.9    17.6
DC(Min)     V       2.1     1.8     1.8     1.7     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.1    26.5    39.3    75.5   101.3   116.8   122.0
Haunch (Max)V      14.3    12.2    12.6    11.8     8.8     5.9     2.9     0.0
Deck +    : M       0.0    23.8    19.1    28.3    54.3    72.9    84.1    87.8
Haunch (Min)V      10.3     8.8     9.1     8.5     6.3     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.9     1.2     1.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.9     1.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.6    11.7    17.4    33.4    44.8    51.7    54.0
DC(Max)     V       6.3     5.4     5.6     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.5     8.4    12.5    24.0    32.3    37.2    38.9
DC(Min)     V       4.6     3.9     4.0     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     6.3     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.0     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.7     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   222.3   179.0   262.4   481.7   620.9   708.8   729.6
            V     116.7   104.0   106.7   101.4    22.7    68.4    55.5    42.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.7   104.0   106.7   101.4    83.6    69.6    57.9    46.5
            M      -0.0   223.4   180.8   262.4   462.0   591.8   664.6   672.3
Total     : M+      0.0   304.5   244.8   359.9   669.1   872.6   999.2  1033.2
            V     152.2   134.3   138.1   130.6    44.7    83.0    62.8    42.6
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   152.2   134.3   138.1   130.6   105.5    84.3    65.3    46.6
            M      -0.0   305.6   246.6   359.9   649.4   843.5   955.0   975.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      69.6    60.4    45.0    23.4    15.8    19.7     0.0
(Max)       V       1.8     3.5     5.3     7.0     7.5     7.3     8.5
Self wt.  : M      50.1    43.5    32.4    16.8    11.4    14.2     0.0
(Min)       V       1.3     2.5     3.8     5.0     5.4     5.2     6.1
DL-Prec.  : M      23.5    20.4    15.2     7.9     5.3     6.6     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.5     2.4     2.9
DL-Prec.  : M      16.9    14.7    10.9     5.7     3.8     4.8     0.0
DC(Min)     V       0.4     0.9     1.3     1.7     1.8     1.8     2.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     116.8   101.3    75.5    39.3    26.5    33.1     0.0
Haunch (Max)V       2.9     5.9     8.8    11.8    12.6    12.2    14.3
Deck +    : M      84.1    72.9    54.3    28.3    19.1    23.8     0.0
Haunch (Min)V       2.1     4.2     6.3     8.5     9.1     8.8    10.3
Diaphragm : M       1.2     0.9     0.6     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.9     0.6     0.4     0.2     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      51.7    44.8    33.4    17.4    11.7    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.6     5.4     6.3
DL-Comp   : M      37.2    32.3    24.0    12.5     8.4    10.5     0.0
DC(Min)     V       0.9     1.9     2.8     3.7     4.0     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     6.3     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.0     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.7     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    708.8   620.9   481.7   262.4   179.0   222.3     0.0
            V      55.5    68.4    22.7   101.4   106.7   104.0   116.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.9    69.6    83.6   101.4   106.7   104.0   116.7
            M     664.6   591.8   462.0   262.4   180.8   223.4    -0.0
Total     : M+    999.2   872.6   669.1   359.9   244.8   304.5     0.0
            V      62.8    83.0    44.7   130.6   138.1   134.3   152.2
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    65.3    84.3   105.5   130.6   138.1   134.3   152.2
            M     955.0   843.5   649.4   359.9   246.6   305.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            14.3             14.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.6             31.6
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.3     4.3     6.3    12.1    16.3    18.8    19.6
DC(Max)     V       2.3     2.0     2.0     1.9     1.4     0.9     0.5     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    26.5    21.2    31.4    60.4    81.0    93.4    97.6
Haunch (Max)V      11.4     9.8    10.1     9.4     7.1     4.7     2.4     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     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(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    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     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     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     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   108.6    87.1   128.7   243.6   320.0   362.1   367.9
            V      61.2    56.2    57.3    55.2     4.8    41.2    34.5    27.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.2    56.2    57.3    55.2    47.9    41.2    34.5    27.9
            M       0.0   108.7    87.3   128.7   241.7   320.0   362.1   367.9
Total     : M+      0.0   173.3   138.9   205.4   391.2   518.2   590.8   606.9
            V      89.1    80.1    82.0    78.2    22.1    52.7    40.3    27.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    89.1    80.1    82.0    78.2    65.1    52.7    40.3    27.9
            M       0.0   173.4   139.1   205.4   389.3   518.2   590.8   606.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      18.8    16.3    12.1     6.3     4.3     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.4    81.0    60.4    31.4    21.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.1     9.8    11.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     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      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    362.1   320.0   243.6   128.7    87.1   108.6     0.0
            V      34.5    41.2     4.8    55.2    57.3    56.2    61.2
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    34.5    41.2    47.9    55.2    57.3    56.2    61.2
            M     362.1   320.0   241.7   128.7    87.3   108.7     0.0
Total     : M+    590.8   518.2   391.2   205.4   138.9   173.3     0.0
            V      40.3    52.7    22.1    78.2    82.0    80.1    89.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.3    52.7    65.1    78.2    82.0    80.1    89.1
            M     590.8   518.2   389.3   205.4   139.1   173.4     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.067   0.054   0.080   0.153   0.205   0.237   0.247
Bottom        -0.000  -0.051  -0.041  -0.061  -0.117  -0.157  -0.181  -0.189
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.018   0.027   0.052   0.069   0.080   0.083
Bottom        -0.000  -0.017  -0.014  -0.021  -0.039  -0.053  -0.061  -0.064
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.113   0.090   0.134   0.257   0.345   0.397   0.415
Bottom        -0.000  -0.086  -0.069  -0.102  -0.196  -0.264  -0.304  -0.318
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.007   0.010   0.019   0.025   0.029   0.031
Precast-top   -0.000   0.003   0.003   0.004   0.008   0.010   0.012   0.013
Bottom        -0.000  -0.020  -0.016  -0.024  -0.045  -0.061  -0.070  -0.073
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.008   0.011   0.013   0.014
Precast-top   -0.000   0.002   0.001   0.002   0.003   0.005   0.005   0.006
Bottom        -0.000  -0.009  -0.007  -0.011  -0.020  -0.027  -0.031  -0.033
 
LL+I(+)
Topping-top   -0.000   0.090   0.073   0.106   0.195   0.252   0.287   0.296
Precast-top   -0.000   0.037   0.030   0.044   0.080   0.103   0.118   0.122
Bottom        -0.000  -0.216  -0.175  -0.255  -0.467  -0.602  -0.688  -0.708
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.102   0.082   0.121   0.223   0.288   0.330   0.340 
Precast-top    0.028   0.409   0.332   0.454   0.719   0.905   1.018   1.054 
Bottom         0.212   0.837   0.701   0.763   0.349   0.070  -0.102  -0.152 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.010   0.014   0.027   0.037   0.042   0.044 
Precast-top    0.028   0.372   0.302   0.411   0.638   0.801   0.900   0.933 
Bottom         0.212   1.052   0.875   1.018   0.816   0.672   0.585   0.556 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.067   0.054   0.080   0.153   0.205   0.237   0.247
Bottom        -0.000  -0.051  -0.041  -0.061  -0.117  -0.157  -0.181  -0.189
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.018   0.027   0.052   0.069   0.080   0.083
Bottom        -0.000  -0.017  -0.014  -0.021  -0.039  -0.053  -0.061  -0.064
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.113   0.090   0.134   0.257   0.345   0.397   0.415
Bottom        -0.000  -0.086  -0.069  -0.102  -0.196  -0.264  -0.304  -0.318
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.007   0.010   0.019   0.025   0.029   0.031
Precast-top   -0.000   0.003   0.003   0.004   0.008   0.010   0.012   0.013
Bottom        -0.000  -0.020  -0.016  -0.024  -0.045  -0.061  -0.070  -0.073
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.008   0.011   0.013   0.014
Precast-top   -0.000   0.002   0.001   0.002   0.003   0.005   0.005   0.006
Bottom        -0.000  -0.009  -0.007  -0.011  -0.020  -0.027  -0.031  -0.033
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.085   0.156   0.201   0.230   0.237
Precast-top   -0.000   0.030   0.024   0.035   0.064   0.083   0.094   0.097
Bottom        -0.000  -0.173  -0.140  -0.204  -0.374  -0.482  -0.550  -0.566
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.084   0.068   0.099   0.184   0.238   0.272   0.281 
Precast-top    0.028   0.401   0.326   0.446   0.703   0.884   0.994   1.030 
Bottom         0.212   0.880   0.736   0.814   0.443   0.190   0.035  -0.010 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.077   0.062   0.091   0.173   0.227   0.257   0.261
Precast-top   -0.000   0.032   0.025   0.038   0.071   0.093   0.106   0.107
Bottom        -0.000  -0.184  -0.149  -0.218  -0.414  -0.543  -0.615  -0.625
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.083   0.067   0.098   0.186   0.245   0.278   0.283 
Precast-top    0.014   0.218   0.176   0.243   0.390   0.494   0.555   0.574 
Bottom         0.106   0.342   0.289   0.291  -0.005  -0.207  -0.322  -0.347 
 

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
    152.2    6.0   43.9    0.143   0.0   6.00e-3 50.0    152.9     0.832    0.533      1.04
      0.0    0.2   43.8     31.5 0.129      16.2 0.87    12.00     0.085    0.676*
Transfer:   3.00
    134.3    6.0   43.9    0.855   0.0   4.39e-3 44.4    128.7     0.581    1.076      0.00
    305.6    1.1   43.4    189.0 0.115      20.6 1.12    24.00     0.085    1.736 
Critical:   4.11
    126.3    6.0   43.9    0.911   0.0   3.10e-3 39.8    113.8     0.438    0.938      0.00
    425.4    1.2   43.3    189.0 0.108      26.5 1.44    24.00     0.085    1.924 
0.1L    :   3.52
    130.6    6.0   43.9    0.881   0.0   3.78e-3 42.2    122.1     0.511    1.032      0.00
    359.9    1.1   43.4    189.0 0.112      23.0 1.25    24.00     0.085    1.857 
0.2L    :   7.03
    105.5    6.0   43.9    1.056   0.0   2.86e-3 39.0     89.3     0.334    0.816      0.00
    649.4    1.3   43.2    189.0 0.090      28.0 1.53    24.00     0.085    2.096 
0.3L    :  10.55
     84.3    6.0   43.9    1.231   0.0   2.46e-3 37.6     62.7     0.224    0.816      0.00
    843.5    1.6   43.1    189.0 0.072      30.9 1.69    24.00     0.085    2.771 
0.4L    :  14.07
     65.3    6.0   43.9    1.302   0.0   2.30e-3 37.0     40.3     0.141    0.267      0.00
    955.0    1.7   43.1    189.0 0.056      32.2 1.76    24.00     0.085    1.494 
0.5L    :  17.58
     46.6    6.0   43.9    1.302   0.0   1.95e-3 35.8     16.2     0.085    0.267      0.00
    975.9    1.7   43.1    189.0 0.040      35.6 1.95    24.00     0.085    2.225 
0.6L    :  21.10
     65.3    6.0   43.9    1.302   0.0   2.30e-3 37.0     40.3     0.141    0.267      0.00
    955.0    1.7   43.1    189.0 0.056      32.2 1.76    24.00     0.085    1.494 
0.7L    :  24.62
     84.3    6.0   43.9    1.231   0.0   2.46e-3 37.6     62.7     0.224    0.816      0.00
    843.5    1.6   43.1    189.0 0.072      30.9 1.69    24.00     0.085    2.771 
0.8L    :  28.13
    105.5    6.0   43.9    1.056   0.0   2.86e-3 39.0     89.3     0.334    0.816      0.00
    649.4    1.3   43.2    189.0 0.090      28.0 1.53    24.00     0.085    2.096 
0.9L    :  31.65
    130.6    6.0   43.9    0.881   0.0   3.78e-3 42.2    122.1     0.511    1.032      0.00
    359.9    1.1   43.4    189.0 0.112      23.0 1.25    24.00     0.085    1.857 
Critical:  31.06
    126.3    6.0   43.9    0.911   0.0   3.10e-3 39.8    113.8     0.438    0.938      0.00
    425.4    1.2   43.3    189.0 0.108      26.5 1.44    24.00     0.085    1.924 
Transfer:  32.17
    134.3    6.0   43.9    0.855   0.0   4.39e-3 44.4    128.7     0.581    1.076      0.00
    305.6    1.1   43.4    189.0 0.115      20.6 1.12    24.00     0.085    1.736 
Bearing :  34.67
    152.2    6.0   43.9    0.143   0.0   6.00e-3 50.0    152.9     0.832    0.533      1.04
      0.0    0.2   43.8     31.5 0.129      16.2 0.87    12.00     0.085    0.676*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    152.2      3.86     43.92    0.18       43.82    24.00      0.090      1.061      0.268      0.533 
Transfer:      2.50
    134.3      3.44     43.92    1.09       43.37    24.00      0.090      0.922      0.184      0.436 
Critical:      3.61
    126.4      3.24     43.92    1.16       43.33    24.00      0.090      0.855      0.144      0.392 
0.1L    :      3.02
    130.6      3.35     43.92    1.13       43.35    24.00      0.090      0.891      0.166      0.392 
0.2L    :      6.53
    105.5      2.71     43.92    1.35       43.24    24.00      0.090      0.679      0.038      0.320 
0.3L    :     10.05
     84.3      2.17     43.92    1.57       43.13    24.00      0.090      0.498      0.000      0.320 
0.4L    :     13.57
     65.3      1.68     43.92    1.66       43.09    24.00      0.090      0.336      0.000      0.267 
0.5L    :     17.08
     46.6      1.20     43.92    1.66       43.09    24.00      0.090      0.176      0.000      0.267 
0.6L    :     20.60
     65.3      1.68     43.92    1.66       43.09    24.00      0.090      0.336      0.000      0.267 
0.7L    :     24.12
     84.3      2.17     43.92    1.57       43.13    24.00      0.090      0.498      0.000      0.320 
0.8L    :     27.63
    105.5      2.71     43.92    1.35       43.24    24.00      0.090      0.679      0.038      0.320 
0.9L    :     31.15
    130.6      3.35     43.92    1.13       43.35    24.00      0.090      0.891      0.166      0.392 
Critical:     30.56
    126.4      3.24     43.92    1.16       43.33    24.00      0.090      0.855      0.144      0.392 
Transfer:     31.67
    134.3      3.44     43.92    1.09       43.37    24.00      0.090      0.922      0.184      0.436 
Bearing :     34.17
    152.2      3.86     43.92    0.18       43.82    24.00      0.090      1.061      0.268      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.021  2.30     -0.049
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.044  2.30     -0.101
DL-Prec. (DC)  :                       -0.009  3.00     -0.026
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.037
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.003  3.00     -0.010
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.073  2.30     -0.168
DL-Prec. (DC)  :                       -0.015  3.00     -0.044
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.015  3.00     -0.046
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.027
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.073  2.30     -0.168
DL-Prec. (DC)  :                       -0.015  3.00     -0.044
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.037
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.003  3.00     -0.010
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.044  2.30     -0.101
DL-Prec. (DC)  :                       -0.009  3.00     -0.026
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.021  2.30     -0.049
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   304.5    36.0  1.140  267.3    1.3   1.09    900.3  0.103T 1.00       -       -     -     -  
H/2     :   1.97
   244.8    36.0  0.938  267.8    1.1   0.90    744.2  0.125T 1.00       -       -     -     -  
0.1L    :   3.02
   359.9    36.0  1.174  267.2    1.3   1.13    926.7  0.100T 1.00       -       -     -     -  
0.2L    :   6.53
   669.1    36.0  1.408  266.7    1.6   1.35   1105.4  0.083T 1.00       -       -     -     -  
0.3L    :  10.05
   872.6    36.0  1.642  266.1    1.8   1.57   1282.1  0.071T 1.00       -       -     -     -  
0.4L    :  13.57
   999.2    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1152.0  1152.0    1.17    -  
0.5L    :  17.08
  1033.2    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1145.0  1145.0    1.18    -  
0.6L    :  20.60
   999.2    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1152.0  1152.0    1.17    -  
0.7L    :  24.12
   872.6    36.0  1.642  266.1    1.8   1.57   1282.1  0.071T 1.00       -       -     -     -  
0.8L    :  27.63
   669.1    36.0  1.408  266.7    1.6   1.35   1105.4  0.083T 1.00       -       -     -     -  
0.9L    :  31.15
   359.9    36.0  1.174  267.2    1.3   1.13    926.7  0.100T 1.00       -       -     -     -  
H/2     :  32.20
   244.8    36.0  0.938  267.8    1.1   0.90    744.2  0.125T 1.00       -       -     -     -  
Transfer:  31.67
   304.5    36.0  1.140  267.3    1.3   1.09    900.3  0.103T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.151
        M   2.00 Fb     0.498
 
  2   1 E  36.00 Ft     0.245
        M  36.00 Fb     0.386
 
  3   1 E  34.00 Ft     0.611
        M  34.00 Fb     0.297
 
  4   2 E   6.00 Ft     0.499
        M   6.00 Fb     0.765
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.325
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.37 %               Final losses: 12.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.325     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1353.01     1033.16     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   0.340     Midspan    1.800   0.044     Midspan
    Pre.Top:   3.000   1.054     Midspan    2.250   0.933     Midspan
    Pre.Bot:   3.000   0.837    Transfer    2.250   1.052    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.028     Bearing
    Pre.Bot:  -0.420  -0.010     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.574     Midspan
    Pre.Bot:                                                             2.000   0.342    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.015  3.00     -0.046
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.027
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.007      0.00       0.007   34.17
     DC  Line       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.751   (Calculated)    
Live Moment (1  lane  loaded)  : 0.580   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.022   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.855   (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                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1084.8   1093.0   1091.2   1093.0   1093.0   1093.0   1093.0   1093.0
  Yb      ,  in    34.02    33.85    33.89    33.85    33.85    33.85    33.85    33.85
  MI(Ixx) , in4   237274   241480   240591   241480   241480   241480   241480   241480

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.998 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.997 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.090 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)       
-------------------------------------------------------------------------------------
       281.336         740 208.189      3.460 14011.881   254.468     110.764        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3957    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62      10.00       2.0210      2.8599     No
      2      US#5[M16]       60.00        0.62      11.63       2.8599      3.8291     No
      2      US#5[M16]       60.00        0.62      13.63*      3.8291      4.9649     No
      2      US#5[M16]       60.00        0.62      15.00       4.9600     11.2100     No
      2      US#4[M13]       60.00        0.40      11.00       2.3957      3.3199    Yes
      2      US#4[M13]       60.00        0.40      12.25       3.3199      4.3501    Yes
      2      US#4[M13]       60.00        0.40      15.00*      4.3501     13.1001    Yes
      2      US#4[M13]       60.00        0.40      18.00      13.1001     22.0669    Yes
      2      US#4[M13]       60.00        0.40      15.00*     22.0669     30.8169    Yes
      2      US#4[M13]       60.00        0.40      12.25      30.8169     31.8471    Yes
      2      US#4[M13]       60.00        0.40      11.00      31.8471     32.7713    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9570     30.2070     No
      2      US#5[M16]       60.00        0.62      13.63*     30.2070     31.3428     No
      2      US#5[M16]       60.00        0.62      11.63      31.3428     32.3120     No
      2      US#5[M16]       60.00        0.62      10.00      32.3071     33.1460     No
      2      US#5[M16]       60.00        0.62       9.00      33.1460     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.942 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.87 ksi    0.00 ksi
    due to Composite Loads                                 -0.47 ksi    0.00 ksi
    due to Live Loads                                      -2.67 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.60 ksi  ( 3.37 %)            17.39 ksi ( 8.87 %)
Total Prestress Losses                                    23.99 ksi (12.24 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   136.1   109.6   160.7   294.9   380.2   434.0   446.7
            V      82.3    73.3    75.2    71.5    16.0    48.2    39.1    30.0
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    82.3    73.3    75.2    71.5    58.9    49.1    40.8    32.8
            M      -0.0   136.8   110.7   160.7   282.8   362.3   406.9   411.7
Total     : M+      0.0   201.3   161.8   238.0   443.6   580.0   664.6   688.0
            V     110.4    97.3   100.1    94.6    33.4    59.8    45.0    30.1
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   110.4    97.3   100.1    94.6    76.3    60.7    46.7    32.9
            M      -0.0   202.0   162.9   238.0   431.5   562.2   637.6   652.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    434.0   380.2   294.9   160.7   109.6   136.1     0.0
            V      39.1    48.2    16.0    71.5    75.2    73.3    82.3
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    40.8    49.1    58.9    71.5    75.2    73.3    82.3
            M     406.9   362.3   282.8   160.7   110.7   136.8    -0.0
Total     : M+    664.6   579.9   443.6   238.0   161.8   201.3     0.0
            V      45.0    59.8    33.4    94.6   100.1    97.3   110.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    46.7    60.7    76.3    94.6   100.1    97.3   110.4
            M     637.6   562.1   431.5   238.0   162.9   202.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.8              6.8
Deck+Haunch            12.5             12.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.3             25.3
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   108.9    87.7   128.5   235.9   304.1   347.2   357.4
            V      65.8    58.7    60.2    57.2    12.8    38.5    31.3    24.0
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    65.8    58.7    60.2    57.2    47.1    39.2    32.6    26.2
            M      -0.0   109.4    88.6   128.5   226.3   289.9   325.5   329.3
Total     : M+      0.0   174.1   139.9   205.9   384.6   503.9   577.9   598.7
            V      93.9    82.7    85.1    80.4    30.2    50.2    37.2    24.1
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    93.9    82.7    85.1    80.4    64.5    50.9    38.5    26.4
            M      -0.0   174.6   140.7   205.9   375.0   489.7   556.2   570.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    347.2   304.1   235.9   128.5    87.7   108.9     0.0
            V      31.3    38.5    12.8    57.2    60.2    58.7    65.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.6    39.2    47.1    57.2    60.2    58.7    65.8
            M     325.5   289.9   226.3   128.5    88.6   109.4    -0.0
Total     : M+    577.8   503.9   384.6   205.9   139.9   174.1     0.0
            V      37.2    50.2    30.2    80.4    85.1    82.7    93.9
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    38.5    50.9    64.5    80.4    85.1    82.7    93.9
            M     556.2   489.7   375.0   205.9   140.7   174.6    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    19.7    15.8    23.4    45.0    60.4    69.6    72.7
(Max)       V       8.5     7.3     7.5     7.0     5.3     3.5     1.8     0.0
Self wt.  : M       0.0    14.2    11.4    16.8    32.4    43.5    50.1    52.3
(Min)       V       6.1     5.2     5.4     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     3.8     3.1     4.5     8.7    11.7    13.5    14.1
DC(Max)     V       1.6     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.7     2.2     3.3     6.3     8.4     9.7    10.1
DC(Min)     V       1.2     1.0     1.0     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.3    29.1    43.1    82.7   111.1   128.1   133.8
Haunch (Max)V      15.7    13.4    13.9    12.9     9.7     6.4     3.2     0.0
Deck +    : M       0.0    26.1    20.9    31.0    59.6    80.0    92.2    96.3
Haunch (Min)V      11.3     9.6    10.0     9.3     7.0     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.2     1.8     2.4     3.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.4     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.6    11.7    17.4    33.4    44.8    51.7    54.0
DC(Max)     V       6.3     5.4     5.6     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.5     8.4    12.5    24.0    32.3    37.2    38.9
DC(Min)     V       4.6     3.9     4.0     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     6.3     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.0     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.7     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   238.2   191.8   281.2   516.1   665.3   759.4   781.8
            V     144.0   128.3   131.7   125.1    28.0    84.3    68.4    52.5
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   144.0   128.3   131.7   125.1   103.1    85.8    71.4    57.4
            M      -0.0   239.4   193.7   281.2   495.0   634.1   712.1   720.4
Total     : M+      0.0   321.0   258.1   379.4   704.9   919.0  1052.4  1088.2
            V     179.7   158.8   163.3   154.5    50.1    99.1    75.9    52.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   179.7   158.8   163.3   154.5   125.2   100.7    78.9    57.6
            M      -0.0   322.2   260.0   379.4   683.8   887.9  1005.1  1026.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      69.6    60.4    45.0    23.4    15.8    19.7     0.0
(Max)       V       1.8     3.5     5.3     7.0     7.5     7.3     8.5
Self wt.  : M      50.1    43.5    32.4    16.8    11.4    14.2     0.0
(Min)       V       1.3     2.5     3.8     5.0     5.4     5.2     6.1
DL-Prec.  : M      13.5    11.7     8.7     4.5     3.1     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.6
DL-Prec.  : M       9.7     8.4     6.3     3.3     2.2     2.7     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.0     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     128.1   111.1    82.7    43.1    29.1    36.3     0.0
Haunch (Max)V       3.2     6.4     9.7    12.9    13.9    13.4    15.7
Deck +    : M      92.2    80.0    59.6    31.0    20.9    26.1     0.0
Haunch (Min)V       2.3     4.6     7.0     9.3    10.0     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     0.4     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      51.7    44.8    33.4    17.4    11.7    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.6     5.4     6.3
DL-Comp   : M      37.2    32.3    24.0    12.5     8.4    10.5     0.0
DC(Min)     V       0.9     1.9     2.8     3.7     4.0     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     6.3     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.0     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.7     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    759.4   665.3   516.1   281.2   191.8   238.2     0.0
            V      68.4    84.3    28.0   125.1   131.7   128.3   144.0
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    71.4    85.8   103.1   125.1   131.7   128.3   144.0
            M     712.1   634.1   495.0   281.2   193.7   239.4    -0.0
Total     : M+   1052.4   919.0   704.9   379.4   258.1   321.0     0.0
            V      75.9    99.1    50.1   154.5   163.3   158.8   179.7
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    78.9   100.6   125.2   154.5   163.3   158.8   179.7
            M    1005.0   887.8   683.8   379.4   260.0   322.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.6             31.6
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(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    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     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     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     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    98.5    79.0   116.7   220.9   290.2   328.3   333.6
            V      63.2    58.1    59.2    57.0     5.0    42.6    35.7    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.2    58.1    59.2    57.0    49.4    42.6    35.7    28.8
            M       0.0    98.6    79.1   116.7   219.2   290.2   328.3   333.6
Total     : M+      0.0   163.6   131.1   194.0   369.6   490.0   559.0   574.9
            V      91.3    82.1    84.0    80.2    22.4    54.2    41.6    28.9
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    91.3    82.1    84.0    80.2    66.9    54.2    41.6    28.9
            M       0.0   163.7   131.3   194.0   367.8   490.0   559.0   574.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    328.3   290.2   220.9   116.7    79.0    98.5     0.0
            V      35.7    42.6     5.0    57.0    59.2    58.1    63.2
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    35.7    42.6    49.4    57.0    59.2    58.1    63.2
            M     328.3   290.2   219.2   116.7    79.1    98.6     0.0
Total     : M+    559.0   490.0   369.6   194.0   131.1   163.6     0.0
            V      41.6    54.2    22.4    80.2    84.0    82.1    91.3
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    41.6    54.2    66.8    80.2    84.0    82.1    91.3
            M     559.0   490.0   367.8   194.0   131.3   163.7     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
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   0.011   0.009   0.013   0.026   0.034   0.040   0.041 
Precast-top    0.028   0.373   0.303   0.412   0.642   0.806   0.906   0.940 
Bottom         0.212   1.051   0.874   1.016   0.813   0.668   0.580   0.549 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
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    1.97    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.071   0.057   0.084   0.159   0.209   0.237   0.242 
Precast-top    0.014   0.212   0.172   0.236   0.377   0.477   0.537   0.556 
Bottom         0.106   0.360   0.304   0.312   0.035  -0.154  -0.262  -0.287 
 

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
    179.7    6.0   43.9    0.142   0.0   6.00e-3 50.0    183.4     0.997    0.533      1.47
      0.0    0.2   43.8     31.5 0.152      16.2 0.87    12.00     0.085    0.573*
Transfer:   3.00
    158.8    6.0   43.9    0.854   0.0   6.00e-3 50.0    160.4     0.881    1.076      0.00
    322.2    1.0   43.4    189.0 0.135      16.1 0.87    12.00     0.085    1.202 
Critical:   4.12
    149.4    6.0   43.9    0.910   0.0   4.89e-3 46.1    147.1     0.705    0.938      0.00
    448.8    1.1   43.4    189.0 0.128      18.9 1.03    12.00     0.085    1.292 
0.1L    :   3.52
    154.5    6.0   43.9    0.880   0.0   5.70e-3 48.9    154.9     0.819    1.032      0.00
    379.4    1.0   43.4    189.0 0.132      16.8 0.91    12.00     0.085    1.234 
0.2L    :   7.03
    125.2    6.0   43.9    1.055   0.0   3.84e-3 42.4    116.4     0.491    0.816      0.00
    683.8    1.2   43.3    189.0 0.107      22.7 1.24    24.00     0.085    1.553 
0.3L    :  10.55
    100.7    6.0   43.9    1.230   0.0   3.28e-3 40.5     86.4     0.341    0.816      0.00
    887.9    1.4   43.2    189.0 0.086      25.4 1.39    24.00     0.085    2.075 
0.4L    :  14.07
     78.9    6.0   43.9    1.302   0.0   3.03e-3 39.6     60.8     0.233    0.267      0.00
   1005.1    1.5   43.2    189.0 0.068      26.9 1.47    24.00     0.085    1.100 
0.5L    :  17.58
     57.6    6.0   43.9    1.302   0.0   2.61e-3 38.1     34.3     0.125    0.267      0.00
   1026.8    1.5   43.2    189.0 0.049      29.7 1.62    24.00     0.085    1.610 
0.6L    :  21.10
     78.9    6.0   43.9    1.302   0.0   3.03e-3 39.6     60.8     0.233    0.267      0.00
   1005.0    1.5   43.2    189.0 0.068      26.9 1.47    24.00     0.085    1.100 
0.7L    :  24.62
    100.6    6.0   43.9    1.230   0.0   3.28e-3 40.5     86.4     0.341    0.816      0.00
    887.8    1.4   43.2    189.0 0.086      25.4 1.39    24.00     0.085    2.075 
0.8L    :  28.13
    125.2    6.0   43.9    1.055   0.0   3.84e-3 42.4    116.4     0.491    0.816      0.00
    683.8    1.2   43.3    189.0 0.107      22.7 1.24    24.00     0.085    1.553 
0.9L    :  31.65
    154.5    6.0   43.9    0.880   0.0   5.70e-3 48.9    154.9     0.819    1.032      0.00
    379.4    1.0   43.4    189.0 0.132      16.8 0.91    12.00     0.085    1.234 
Critical:  31.05
    149.4    6.0   43.9    0.910   0.0   4.89e-3 46.1    147.1     0.705    0.938      0.00
    448.8    1.1   43.4    189.0 0.128      18.9 1.03    12.00     0.085    1.292 
Transfer:  32.17
    158.8    6.0   43.9    0.854   0.0   6.00e-3 50.0    160.4     0.881    1.076      0.00
    322.2    1.0   43.4    189.0 0.135      16.1 0.87    12.00     0.085    1.202 
Bearing :  34.67
    179.7    6.0   43.9    0.142   0.0   6.00e-3 50.0    183.4     0.997    0.533      1.47
      0.0    0.2   43.8     31.5 0.152      16.2 0.87    12.00     0.085    0.573*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    179.7      4.55     43.92    0.17       43.83    24.00      0.090      1.293      0.407      0.533 
Transfer:      2.50
    158.8      4.06     43.92    1.00       43.42    24.00      0.090      1.130      0.309      0.436 
Critical:      3.62
    149.5      3.83     43.92    1.06       43.39    24.00      0.090      1.051      0.262      0.392 
0.1L    :      3.02
    154.5      3.96     43.92    1.03       43.40    24.00      0.090      1.094      0.287      0.392 
0.2L    :      6.53
    125.2      3.21     43.92    1.23       43.30    24.00      0.090      0.846      0.139      0.320 
0.3L    :     10.05
    100.7      2.59     43.92    1.43       43.20    24.00      0.090      0.638      0.014      0.320 
0.4L    :     13.57
     78.9      2.03     43.92    1.51       43.16    24.00      0.090      0.452      0.000      0.267 
0.5L    :     17.08
     57.6      1.48     43.92    1.51       43.16    24.00      0.090      0.269      0.000      0.267 
0.6L    :     20.60
     78.9      2.03     43.92    1.51       43.16    24.00      0.090      0.452      0.000      0.267 
0.7L    :     24.12
    100.6      2.59     43.92    1.43       43.20    24.00      0.090      0.638      0.014      0.320 
0.8L    :     27.63
    125.2      3.21     43.92    1.23       43.30    24.00      0.090      0.846      0.139      0.320 
0.9L    :     31.15
    154.5      3.96     43.92    1.03       43.40    24.00      0.090      1.094      0.287      0.392 
Critical:     30.55
    149.5      3.83     43.92    1.06       43.39    24.00      0.090      1.051      0.262      0.392 
Transfer:     31.67
    158.8      4.06     43.92    1.00       43.42    24.00      0.090      1.130      0.309      0.436 
Bearing :     34.17
    179.7      4.55     43.92    0.17       43.83    24.00      0.090      1.293      0.407      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.048  2.30     -0.111
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.068  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.021
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.080  2.30     -0.184
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.080  2.30     -0.184
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.068  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.021
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.048  2.30     -0.111
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 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
   321.0    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  
H/2     :   1.97
   258.1    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
0.1L    :   3.02
   379.4    36.0  1.173  267.5    1.2   1.03    927.7  0.110T 1.00       -       -     -     -  
0.2L    :   6.53
   704.9    36.0  1.406  267.0    1.4   1.23   1107.1  0.091T 1.00       -       -     -     -  
0.3L    :  10.05
   919.0    36.0  1.640  266.5    1.7   1.43   1284.9  0.078T 1.00       -       -     -     -  
0.4L    :  13.57
  1052.4    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    350.8   350.8    3.87    -  
0.5L    :  17.08
  1088.2    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    343.3   343.3    3.95    -  
0.6L    :  20.60
  1052.4    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    350.8   350.8    3.87    -  
0.7L    :  24.12
   919.0    36.0  1.640  266.5    1.7   1.43   1284.9  0.078T 1.00       -       -     -     -  
0.8L    :  27.63
   704.9    36.0  1.406  267.0    1.4   1.23   1107.1  0.091T 1.00       -       -     -     -  
0.9L    :  31.15
   379.4    36.0  1.173  267.5    1.2   1.03    927.7  0.110T 1.00       -       -     -     -  
H/2     :  32.20
   258.1    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
Transfer:  31.67
   321.0    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.151
        M   2.00 Fb     0.498
 
  2   1 E  36.00 Ft     0.245
        M  36.00 Fb     0.386
 
  3   1 E  34.00 Ft     0.611
        M  34.00 Fb     0.297
 
  4   2 E   6.00 Ft     0.499
        M   6.00 Fb     0.765
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.325
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.37 %               Final losses: 12.24 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.325     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1357.63     1088.17     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   0.041     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.940     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.051    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.556     Midspan
    Pre.Bot:                                                             2.000   0.360    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.007      0.00       0.007   34.17
     DC  Line       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.751   (Calculated)    
Live Moment (1  lane  loaded)  : 0.580   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.022   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.855   (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                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1084.8   1093.0   1091.2   1093.0   1093.0   1093.0   1093.0   1093.0
  Yb      ,  in    34.02    33.85    33.89    33.85    33.85    33.85    33.85    33.85
  MI(Ixx) , in4   237274   241480   240591   241480   241480   241480   241480   241480

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.998 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.997 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.090 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)       
-------------------------------------------------------------------------------------
       281.336         740 208.189      3.460 14011.881   254.468     110.764        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3957    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62      10.00       2.0210      2.8599     No
      2      US#5[M16]       60.00        0.62      11.63       2.8599      3.8291     No
      2      US#5[M16]       60.00        0.62      13.63*      3.8291      4.9649     No
      2      US#5[M16]       60.00        0.62      15.00       4.9600     11.2100     No
      2      US#4[M13]       60.00        0.40      11.00       2.3957      3.3199    Yes
      2      US#4[M13]       60.00        0.40      12.25       3.3199      4.3501    Yes
      2      US#4[M13]       60.00        0.40      15.00*      4.3501     13.1001    Yes
      2      US#4[M13]       60.00        0.40      18.00      13.1001     22.0669    Yes
      2      US#4[M13]       60.00        0.40      15.00*     22.0669     30.8169    Yes
      2      US#4[M13]       60.00        0.40      12.25      30.8169     31.8471    Yes
      2      US#4[M13]       60.00        0.40      11.00      31.8471     32.7713    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9570     30.2070     No
      2      US#5[M16]       60.00        0.62      13.63*     30.2070     31.3428     No
      2      US#5[M16]       60.00        0.62      11.63      31.3428     32.3120     No
      2      US#5[M16]       60.00        0.62      10.00      32.3071     33.1460     No
      2      US#5[M16]       60.00        0.62       9.00      33.1460     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.942 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.87 ksi    0.00 ksi
    due to Composite Loads                                 -0.47 ksi    0.00 ksi
    due to Live Loads                                      -2.67 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.60 ksi  ( 3.37 %)            17.39 ksi ( 8.87 %)
Total Prestress Losses                                    23.99 ksi (12.24 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   136.1   109.6   160.7   294.9   380.2   434.0   446.7
            V      82.3    73.3    75.2    71.5    16.0    48.2    39.1    30.0
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    82.3    73.3    75.2    71.5    58.9    49.1    40.8    32.8
            M      -0.0   136.8   110.7   160.7   282.8   362.3   406.9   411.7
Total     : M+      0.0   201.3   161.8   238.0   443.6   580.0   664.6   688.0
            V     110.4    97.3   100.1    94.6    33.4    59.8    45.0    30.1
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   110.4    97.3   100.1    94.6    76.3    60.7    46.7    32.9
            M      -0.0   202.0   162.9   238.0   431.5   562.2   637.6   652.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    434.0   380.2   294.9   160.7   109.6   136.1     0.0
            V      39.1    48.2    16.0    71.5    75.2    73.3    82.3
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    40.8    49.1    58.9    71.5    75.2    73.3    82.3
            M     406.9   362.3   282.8   160.7   110.7   136.8    -0.0
Total     : M+    664.6   579.9   443.6   238.0   161.8   201.3     0.0
            V      45.0    59.8    33.4    94.6   100.1    97.3   110.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    46.7    60.7    76.3    94.6   100.1    97.3   110.4
            M     637.6   562.1   431.5   238.0   162.9   202.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.8              6.8
Deck+Haunch            12.5             12.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.3             25.3
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   108.9    87.7   128.5   235.9   304.1   347.2   357.4
            V      65.8    58.7    60.2    57.2    12.8    38.5    31.3    24.0
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    65.8    58.7    60.2    57.2    47.1    39.2    32.6    26.2
            M      -0.0   109.4    88.6   128.5   226.3   289.9   325.5   329.3
Total     : M+      0.0   174.1   139.9   205.9   384.6   503.9   577.9   598.7
            V      93.9    82.7    85.1    80.4    30.2    50.2    37.2    24.1
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    93.9    82.7    85.1    80.4    64.5    50.9    38.5    26.4
            M      -0.0   174.6   140.7   205.9   375.0   489.7   556.2   570.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    347.2   304.1   235.9   128.5    87.7   108.9     0.0
            V      31.3    38.5    12.8    57.2    60.2    58.7    65.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.6    39.2    47.1    57.2    60.2    58.7    65.8
            M     325.5   289.9   226.3   128.5    88.6   109.4    -0.0
Total     : M+    577.8   503.9   384.6   205.9   139.9   174.1     0.0
            V      37.2    50.2    30.2    80.4    85.1    82.7    93.9
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    38.5    50.9    64.5    80.4    85.1    82.7    93.9
            M     556.2   489.7   375.0   205.9   140.7   174.6    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    19.7    15.8    23.4    45.0    60.4    69.6    72.7
(Max)       V       8.5     7.3     7.5     7.0     5.3     3.5     1.8     0.0
Self wt.  : M       0.0    14.2    11.4    16.8    32.4    43.5    50.1    52.3
(Min)       V       6.1     5.2     5.4     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     3.8     3.1     4.5     8.7    11.7    13.5    14.1
DC(Max)     V       1.6     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.7     2.2     3.3     6.3     8.4     9.7    10.1
DC(Min)     V       1.2     1.0     1.0     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.3    29.1    43.1    82.7   111.1   128.1   133.8
Haunch (Max)V      15.7    13.4    13.9    12.9     9.7     6.4     3.2     0.0
Deck +    : M       0.0    26.1    20.9    31.0    59.6    80.0    92.2    96.3
Haunch (Min)V      11.3     9.6    10.0     9.3     7.0     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.2     1.8     2.4     3.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.4     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.6    11.7    17.4    33.4    44.8    51.7    54.0
DC(Max)     V       6.3     5.4     5.6     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.5     8.4    12.5    24.0    32.3    37.2    38.9
DC(Min)     V       4.6     3.9     4.0     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     6.3     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.0     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.7     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   238.2   191.8   281.2   516.1   665.3   759.4   781.8
            V     144.0   128.3   131.7   125.1    28.0    84.3    68.4    52.5
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   144.0   128.3   131.7   125.1   103.1    85.8    71.4    57.4
            M      -0.0   239.4   193.7   281.2   495.0   634.1   712.1   720.4
Total     : M+      0.0   321.0   258.1   379.4   704.9   919.0  1052.4  1088.2
            V     179.7   158.8   163.3   154.5    50.1    99.1    75.9    52.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   179.7   158.8   163.3   154.5   125.2   100.7    78.9    57.6
            M      -0.0   322.2   260.0   379.4   683.8   887.9  1005.1  1026.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      69.6    60.4    45.0    23.4    15.8    19.7     0.0
(Max)       V       1.8     3.5     5.3     7.0     7.5     7.3     8.5
Self wt.  : M      50.1    43.5    32.4    16.8    11.4    14.2     0.0
(Min)       V       1.3     2.5     3.8     5.0     5.4     5.2     6.1
DL-Prec.  : M      13.5    11.7     8.7     4.5     3.1     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.6
DL-Prec.  : M       9.7     8.4     6.3     3.3     2.2     2.7     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.0     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     128.1   111.1    82.7    43.1    29.1    36.3     0.0
Haunch (Max)V       3.2     6.4     9.7    12.9    13.9    13.4    15.7
Deck +    : M      92.2    80.0    59.6    31.0    20.9    26.1     0.0
Haunch (Min)V       2.3     4.6     7.0     9.3    10.0     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     0.4     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      51.7    44.8    33.4    17.4    11.7    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.6     5.4     6.3
DL-Comp   : M      37.2    32.3    24.0    12.5     8.4    10.5     0.0
DC(Min)     V       0.9     1.9     2.8     3.7     4.0     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     6.3     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.0     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.7     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    759.4   665.3   516.1   281.2   191.8   238.2     0.0
            V      68.4    84.3    28.0   125.1   131.7   128.3   144.0
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    71.4    85.8   103.1   125.1   131.7   128.3   144.0
            M     712.1   634.1   495.0   281.2   193.7   239.4    -0.0
Total     : M+   1052.4   919.0   704.9   379.4   258.1   321.0     0.0
            V      75.9    99.1    50.1   154.5   163.3   158.8   179.7
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    78.9   100.6   125.2   154.5   163.3   158.8   179.7
            M    1005.0   887.8   683.8   379.4   260.0   322.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.6             31.6
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(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    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     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     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     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    98.5    79.0   116.7   220.9   290.2   328.3   333.6
            V      63.2    58.1    59.2    57.0     5.0    42.6    35.7    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.2    58.1    59.2    57.0    49.4    42.6    35.7    28.8
            M       0.0    98.6    79.1   116.7   219.2   290.2   328.3   333.6
Total     : M+      0.0   163.6   131.1   194.0   369.6   490.0   559.0   574.9
            V      91.3    82.1    84.0    80.2    22.4    54.2    41.6    28.9
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    91.3    82.1    84.0    80.2    66.9    54.2    41.6    28.9
            M       0.0   163.7   131.3   194.0   367.8   490.0   559.0   574.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    328.3   290.2   220.9   116.7    79.0    98.5     0.0
            V      35.7    42.6     5.0    57.0    59.2    58.1    63.2
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    35.7    42.6    49.4    57.0    59.2    58.1    63.2
            M     328.3   290.2   219.2   116.7    79.1    98.6     0.0
Total     : M+    559.0   490.0   369.6   194.0   131.1   163.6     0.0
            V      41.6    54.2    22.4    80.2    84.0    82.1    91.3
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    41.6    54.2    66.8    80.2    84.0    82.1    91.3
            M     559.0   490.0   367.8   194.0   131.3   163.7     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
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   0.011   0.009   0.013   0.026   0.034   0.040   0.041 
Precast-top    0.028   0.373   0.303   0.412   0.642   0.806   0.906   0.940 
Bottom         0.212   1.051   0.874   1.016   0.813   0.668   0.580   0.549 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
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    1.97    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.071   0.057   0.084   0.159   0.209   0.237   0.242 
Precast-top    0.014   0.212   0.172   0.236   0.377   0.477   0.537   0.556 
Bottom         0.106   0.360   0.304   0.312   0.035  -0.154  -0.262  -0.287 
 

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
    179.7    6.0   43.9    0.142   0.0   6.00e-3 50.0    183.4     0.997    0.533      1.47
      0.0    0.2   43.8     31.5 0.152      16.2 0.87    12.00     0.085    0.573*
Transfer:   3.00
    158.8    6.0   43.9    0.854   0.0   6.00e-3 50.0    160.4     0.881    1.076      0.00
    322.2    1.0   43.4    189.0 0.135      16.1 0.87    12.00     0.085    1.202 
Critical:   4.12
    149.4    6.0   43.9    0.910   0.0   4.89e-3 46.1    147.1     0.705    0.938      0.00
    448.8    1.1   43.4    189.0 0.128      18.9 1.03    12.00     0.085    1.292 
0.1L    :   3.52
    154.5    6.0   43.9    0.880   0.0   5.70e-3 48.9    154.9     0.819    1.032      0.00
    379.4    1.0   43.4    189.0 0.132      16.8 0.91    12.00     0.085    1.234 
0.2L    :   7.03
    125.2    6.0   43.9    1.055   0.0   3.84e-3 42.4    116.4     0.491    0.816      0.00
    683.8    1.2   43.3    189.0 0.107      22.7 1.24    24.00     0.085    1.553 
0.3L    :  10.55
    100.7    6.0   43.9    1.230   0.0   3.28e-3 40.5     86.4     0.341    0.816      0.00
    887.9    1.4   43.2    189.0 0.086      25.4 1.39    24.00     0.085    2.075 
0.4L    :  14.07
     78.9    6.0   43.9    1.302   0.0   3.03e-3 39.6     60.8     0.233    0.267      0.00
   1005.1    1.5   43.2    189.0 0.068      26.9 1.47    24.00     0.085    1.100 
0.5L    :  17.58
     57.6    6.0   43.9    1.302   0.0   2.61e-3 38.1     34.3     0.125    0.267      0.00
   1026.8    1.5   43.2    189.0 0.049      29.7 1.62    24.00     0.085    1.610 
0.6L    :  21.10
     78.9    6.0   43.9    1.302   0.0   3.03e-3 39.6     60.8     0.233    0.267      0.00
   1005.0    1.5   43.2    189.0 0.068      26.9 1.47    24.00     0.085    1.100 
0.7L    :  24.62
    100.6    6.0   43.9    1.230   0.0   3.28e-3 40.5     86.4     0.341    0.816      0.00
    887.8    1.4   43.2    189.0 0.086      25.4 1.39    24.00     0.085    2.075 
0.8L    :  28.13
    125.2    6.0   43.9    1.055   0.0   3.84e-3 42.4    116.4     0.491    0.816      0.00
    683.8    1.2   43.3    189.0 0.107      22.7 1.24    24.00     0.085    1.553 
0.9L    :  31.65
    154.5    6.0   43.9    0.880   0.0   5.70e-3 48.9    154.9     0.819    1.032      0.00
    379.4    1.0   43.4    189.0 0.132      16.8 0.91    12.00     0.085    1.234 
Critical:  31.05
    149.4    6.0   43.9    0.910   0.0   4.89e-3 46.1    147.1     0.705    0.938      0.00
    448.8    1.1   43.4    189.0 0.128      18.9 1.03    12.00     0.085    1.292 
Transfer:  32.17
    158.8    6.0   43.9    0.854   0.0   6.00e-3 50.0    160.4     0.881    1.076      0.00
    322.2    1.0   43.4    189.0 0.135      16.1 0.87    12.00     0.085    1.202 
Bearing :  34.67
    179.7    6.0   43.9    0.142   0.0   6.00e-3 50.0    183.4     0.997    0.533      1.47
      0.0    0.2   43.8     31.5 0.152      16.2 0.87    12.00     0.085    0.573*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    179.7      4.55     43.92    0.17       43.83    24.00      0.090      1.293      0.407      0.533 
Transfer:      2.50
    158.8      4.06     43.92    1.00       43.42    24.00      0.090      1.130      0.309      0.436 
Critical:      3.62
    149.5      3.83     43.92    1.06       43.39    24.00      0.090      1.051      0.262      0.392 
0.1L    :      3.02
    154.5      3.96     43.92    1.03       43.40    24.00      0.090      1.094      0.287      0.392 
0.2L    :      6.53
    125.2      3.21     43.92    1.23       43.30    24.00      0.090      0.846      0.139      0.320 
0.3L    :     10.05
    100.7      2.59     43.92    1.43       43.20    24.00      0.090      0.638      0.014      0.320 
0.4L    :     13.57
     78.9      2.03     43.92    1.51       43.16    24.00      0.090      0.452      0.000      0.267 
0.5L    :     17.08
     57.6      1.48     43.92    1.51       43.16    24.00      0.090      0.269      0.000      0.267 
0.6L    :     20.60
     78.9      2.03     43.92    1.51       43.16    24.00      0.090      0.452      0.000      0.267 
0.7L    :     24.12
    100.6      2.59     43.92    1.43       43.20    24.00      0.090      0.638      0.014      0.320 
0.8L    :     27.63
    125.2      3.21     43.92    1.23       43.30    24.00      0.090      0.846      0.139      0.320 
0.9L    :     31.15
    154.5      3.96     43.92    1.03       43.40    24.00      0.090      1.094      0.287      0.392 
Critical:     30.55
    149.5      3.83     43.92    1.06       43.39    24.00      0.090      1.051      0.262      0.392 
Transfer:     31.67
    158.8      4.06     43.92    1.00       43.42    24.00      0.090      1.130      0.309      0.436 
Bearing :     34.17
    179.7      4.55     43.92    0.17       43.83    24.00      0.090      1.293      0.407      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.048  2.30     -0.111
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.068  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.021
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.080  2.30     -0.184
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.080  2.30     -0.184
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.068  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.021
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.048  2.30     -0.111
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 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
   321.0    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  
H/2     :   1.97
   258.1    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
0.1L    :   3.02
   379.4    36.0  1.173  267.5    1.2   1.03    927.7  0.110T 1.00       -       -     -     -  
0.2L    :   6.53
   704.9    36.0  1.406  267.0    1.4   1.23   1107.1  0.091T 1.00       -       -     -     -  
0.3L    :  10.05
   919.0    36.0  1.640  266.5    1.7   1.43   1284.9  0.078T 1.00       -       -     -     -  
0.4L    :  13.57
  1052.4    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    350.8   350.8    3.87    -  
0.5L    :  17.08
  1088.2    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    343.3   343.3    3.95    -  
0.6L    :  20.60
  1052.4    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    350.8   350.8    3.87    -  
0.7L    :  24.12
   919.0    36.0  1.640  266.5    1.7   1.43   1284.9  0.078T 1.00       -       -     -     -  
0.8L    :  27.63
   704.9    36.0  1.406  267.0    1.4   1.23   1107.1  0.091T 1.00       -       -     -     -  
0.9L    :  31.15
   379.4    36.0  1.173  267.5    1.2   1.03    927.7  0.110T 1.00       -       -     -     -  
H/2     :  32.20
   258.1    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
Transfer:  31.67
   321.0    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.151
        M   2.00 Fb     0.498
 
  2   1 E  36.00 Ft     0.245
        M  36.00 Fb     0.386
 
  3   1 E  34.00 Ft     0.611
        M  34.00 Fb     0.297
 
  4   2 E   6.00 Ft     0.499
        M   6.00 Fb     0.765
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.325
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.37 %               Final losses: 12.24 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.325     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1357.63     1088.17     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   0.041     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.940     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.051    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.556     Midspan
    Pre.Bot:                                                             2.000   0.360    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.007      0.00       0.007   34.17
     DC  Line       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.751   (Calculated)    
Live Moment (1  lane  loaded)  : 0.580   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.022   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.855   (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                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1084.8   1093.0   1091.2   1093.0   1093.0   1093.0   1093.0   1093.0
  Yb      ,  in    34.02    33.85    33.89    33.85    33.85    33.85    33.85    33.85
  MI(Ixx) , in4   237274   241480   240591   241480   241480   241480   241480   241480

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.998 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.997 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.090 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)       
-------------------------------------------------------------------------------------
       281.336         740 208.189      3.460 14011.881   254.468     110.764        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3957    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62      10.00       2.0210      2.8599     No
      2      US#5[M16]       60.00        0.62      11.63       2.8599      3.8291     No
      2      US#5[M16]       60.00        0.62      13.63*      3.8291      4.9649     No
      2      US#5[M16]       60.00        0.62      15.00       4.9600     11.2100     No
      2      US#4[M13]       60.00        0.40      11.00       2.3957      3.3199    Yes
      2      US#4[M13]       60.00        0.40      12.25       3.3199      4.3501    Yes
      2      US#4[M13]       60.00        0.40      15.00*      4.3501     13.1001    Yes
      2      US#4[M13]       60.00        0.40      18.00      13.1001     22.0669    Yes
      2      US#4[M13]       60.00        0.40      15.00*     22.0669     30.8169    Yes
      2      US#4[M13]       60.00        0.40      12.25      30.8169     31.8471    Yes
      2      US#4[M13]       60.00        0.40      11.00      31.8471     32.7713    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9570     30.2070     No
      2      US#5[M16]       60.00        0.62      13.63*     30.2070     31.3428     No
      2      US#5[M16]       60.00        0.62      11.63      31.3428     32.3120     No
      2      US#5[M16]       60.00        0.62      10.00      32.3071     33.1460     No
      2      US#5[M16]       60.00        0.62       9.00      33.1460     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.942 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.87 ksi    0.00 ksi
    due to Composite Loads                                 -0.47 ksi    0.00 ksi
    due to Live Loads                                      -2.67 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.60 ksi  ( 3.37 %)            17.39 ksi ( 8.87 %)
Total Prestress Losses                                    23.99 ksi (12.24 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   136.1   109.6   160.7   294.9   380.2   434.0   446.7
            V      82.3    73.3    75.2    71.5    16.0    48.2    39.1    30.0
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    82.3    73.3    75.2    71.5    58.9    49.1    40.8    32.8
            M      -0.0   136.8   110.7   160.7   282.8   362.3   406.9   411.7
Total     : M+      0.0   201.3   161.8   238.0   443.6   580.0   664.6   688.0
            V     110.4    97.3   100.1    94.6    33.4    59.8    45.0    30.1
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   110.4    97.3   100.1    94.6    76.3    60.7    46.7    32.9
            M      -0.0   202.0   162.9   238.0   431.5   562.2   637.6   652.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    434.0   380.2   294.9   160.7   109.6   136.1     0.0
            V      39.1    48.2    16.0    71.5    75.2    73.3    82.3
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    40.8    49.1    58.9    71.5    75.2    73.3    82.3
            M     406.9   362.3   282.8   160.7   110.7   136.8    -0.0
Total     : M+    664.6   579.9   443.6   238.0   161.8   201.3     0.0
            V      45.0    59.8    33.4    94.6   100.1    97.3   110.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    46.7    60.7    76.3    94.6   100.1    97.3   110.4
            M     637.6   562.1   431.5   238.0   162.9   202.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.8              6.8
Deck+Haunch            12.5             12.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.3             25.3
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   108.9    87.7   128.5   235.9   304.1   347.2   357.4
            V      65.8    58.7    60.2    57.2    12.8    38.5    31.3    24.0
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    65.8    58.7    60.2    57.2    47.1    39.2    32.6    26.2
            M      -0.0   109.4    88.6   128.5   226.3   289.9   325.5   329.3
Total     : M+      0.0   174.1   139.9   205.9   384.6   503.9   577.9   598.7
            V      93.9    82.7    85.1    80.4    30.2    50.2    37.2    24.1
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    93.9    82.7    85.1    80.4    64.5    50.9    38.5    26.4
            M      -0.0   174.6   140.7   205.9   375.0   489.7   556.2   570.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    347.2   304.1   235.9   128.5    87.7   108.9     0.0
            V      31.3    38.5    12.8    57.2    60.2    58.7    65.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.6    39.2    47.1    57.2    60.2    58.7    65.8
            M     325.5   289.9   226.3   128.5    88.6   109.4    -0.0
Total     : M+    577.8   503.9   384.6   205.9   139.9   174.1     0.0
            V      37.2    50.2    30.2    80.4    85.1    82.7    93.9
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    38.5    50.9    64.5    80.4    85.1    82.7    93.9
            M     556.2   489.7   375.0   205.9   140.7   174.6    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    19.7    15.8    23.4    45.0    60.4    69.6    72.7
(Max)       V       8.5     7.3     7.5     7.0     5.3     3.5     1.8     0.0
Self wt.  : M       0.0    14.2    11.4    16.8    32.4    43.5    50.1    52.3
(Min)       V       6.1     5.2     5.4     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     3.8     3.1     4.5     8.7    11.7    13.5    14.1
DC(Max)     V       1.6     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.7     2.2     3.3     6.3     8.4     9.7    10.1
DC(Min)     V       1.2     1.0     1.0     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.3    29.1    43.1    82.7   111.1   128.1   133.8
Haunch (Max)V      15.7    13.4    13.9    12.9     9.7     6.4     3.2     0.0
Deck +    : M       0.0    26.1    20.9    31.0    59.6    80.0    92.2    96.3
Haunch (Min)V      11.3     9.6    10.0     9.3     7.0     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.2     1.8     2.4     3.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.4     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.6    11.7    17.4    33.4    44.8    51.7    54.0
DC(Max)     V       6.3     5.4     5.6     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.5     8.4    12.5    24.0    32.3    37.2    38.9
DC(Min)     V       4.6     3.9     4.0     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     6.3     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.0     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.7     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   238.2   191.8   281.2   516.1   665.3   759.4   781.8
            V     144.0   128.3   131.7   125.1    28.0    84.3    68.4    52.5
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   144.0   128.3   131.7   125.1   103.1    85.8    71.4    57.4
            M      -0.0   239.4   193.7   281.2   495.0   634.1   712.1   720.4
Total     : M+      0.0   321.0   258.1   379.4   704.9   919.0  1052.4  1088.2
            V     179.7   158.8   163.3   154.5    50.1    99.1    75.9    52.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   179.7   158.8   163.3   154.5   125.2   100.7    78.9    57.6
            M      -0.0   322.2   260.0   379.4   683.8   887.9  1005.1  1026.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      69.6    60.4    45.0    23.4    15.8    19.7     0.0
(Max)       V       1.8     3.5     5.3     7.0     7.5     7.3     8.5
Self wt.  : M      50.1    43.5    32.4    16.8    11.4    14.2     0.0
(Min)       V       1.3     2.5     3.8     5.0     5.4     5.2     6.1
DL-Prec.  : M      13.5    11.7     8.7     4.5     3.1     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.6
DL-Prec.  : M       9.7     8.4     6.3     3.3     2.2     2.7     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.0     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     128.1   111.1    82.7    43.1    29.1    36.3     0.0
Haunch (Max)V       3.2     6.4     9.7    12.9    13.9    13.4    15.7
Deck +    : M      92.2    80.0    59.6    31.0    20.9    26.1     0.0
Haunch (Min)V       2.3     4.6     7.0     9.3    10.0     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     0.4     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      51.7    44.8    33.4    17.4    11.7    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.6     5.4     6.3
DL-Comp   : M      37.2    32.3    24.0    12.5     8.4    10.5     0.0
DC(Min)     V       0.9     1.9     2.8     3.7     4.0     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     6.3     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.0     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.7     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    759.4   665.3   516.1   281.2   191.8   238.2     0.0
            V      68.4    84.3    28.0   125.1   131.7   128.3   144.0
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    71.4    85.8   103.1   125.1   131.7   128.3   144.0
            M     712.1   634.1   495.0   281.2   193.7   239.4    -0.0
Total     : M+   1052.4   919.0   704.9   379.4   258.1   321.0     0.0
            V      75.9    99.1    50.1   154.5   163.3   158.8   179.7
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    78.9   100.6   125.2   154.5   163.3   158.8   179.7
            M    1005.0   887.8   683.8   379.4   260.0   322.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.6             31.6
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.4     3.6     7.0     9.3    10.8    11.3
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     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    29.0    23.2    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.1    10.3     7.7     5.2     2.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(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    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     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     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     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    98.5    79.0   116.7   220.9   290.2   328.3   333.6
            V      63.2    58.1    59.2    57.0     5.0    42.6    35.7    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.2    58.1    59.2    57.0    49.4    42.6    35.7    28.8
            M       0.0    98.6    79.1   116.7   219.2   290.2   328.3   333.6
Total     : M+      0.0   163.6   131.1   194.0   369.6   490.0   559.0   574.9
            V      91.3    82.1    84.0    80.2    22.4    54.2    41.6    28.9
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    91.3    82.1    84.0    80.2    66.9    54.2    41.6    28.9
            M       0.0   163.7   131.3   194.0   367.8   490.0   559.0   574.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      10.8     9.3     7.0     3.6     2.4     3.1     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    23.2    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.1    10.7    12.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    328.3   290.2   220.9   116.7    79.0    98.5     0.0
            V      35.7    42.6     5.0    57.0    59.2    58.1    63.2
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    35.7    42.6    49.4    57.0    59.2    58.1    63.2
            M     328.3   290.2   219.2   116.7    79.1    98.6     0.0
Total     : M+    559.0   490.0   369.6   194.0   131.1   163.6     0.0
            V      41.6    54.2    22.4    80.2    84.0    82.1    91.3
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    41.6    54.2    66.8    80.2    84.0    82.1    91.3
            M     559.0   490.0   367.8   194.0   131.3   163.7     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
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   0.011   0.009   0.013   0.026   0.034   0.040   0.041 
Precast-top    0.028   0.373   0.303   0.412   0.642   0.806   0.906   0.940 
Bottom         0.212   1.051   0.874   1.016   0.813   0.668   0.580   0.549 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
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    1.97    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.071   0.057   0.084   0.159   0.209   0.237   0.242 
Precast-top    0.014   0.212   0.172   0.236   0.377   0.477   0.537   0.556 
Bottom         0.106   0.360   0.304   0.312   0.035  -0.154  -0.262  -0.287 
 

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
    179.7    6.0   43.9    0.142   0.0   6.00e-3 50.0    183.4     0.997    0.533      1.47
      0.0    0.2   43.8     31.5 0.152      16.2 0.87    12.00     0.085    0.573*
Transfer:   3.00
    158.8    6.0   43.9    0.854   0.0   6.00e-3 50.0    160.4     0.881    1.076      0.00
    322.2    1.0   43.4    189.0 0.135      16.1 0.87    12.00     0.085    1.202 
Critical:   4.12
    149.4    6.0   43.9    0.910   0.0   4.89e-3 46.1    147.1     0.705    0.938      0.00
    448.8    1.1   43.4    189.0 0.128      18.9 1.03    12.00     0.085    1.292 
0.1L    :   3.52
    154.5    6.0   43.9    0.880   0.0   5.70e-3 48.9    154.9     0.819    1.032      0.00
    379.4    1.0   43.4    189.0 0.132      16.8 0.91    12.00     0.085    1.234 
0.2L    :   7.03
    125.2    6.0   43.9    1.055   0.0   3.84e-3 42.4    116.4     0.491    0.816      0.00
    683.8    1.2   43.3    189.0 0.107      22.7 1.24    24.00     0.085    1.553 
0.3L    :  10.55
    100.7    6.0   43.9    1.230   0.0   3.28e-3 40.5     86.4     0.341    0.816      0.00
    887.9    1.4   43.2    189.0 0.086      25.4 1.39    24.00     0.085    2.075 
0.4L    :  14.07
     78.9    6.0   43.9    1.302   0.0   3.03e-3 39.6     60.8     0.233    0.267      0.00
   1005.1    1.5   43.2    189.0 0.068      26.9 1.47    24.00     0.085    1.100 
0.5L    :  17.58
     57.6    6.0   43.9    1.302   0.0   2.61e-3 38.1     34.3     0.125    0.267      0.00
   1026.8    1.5   43.2    189.0 0.049      29.7 1.62    24.00     0.085    1.610 
0.6L    :  21.10
     78.9    6.0   43.9    1.302   0.0   3.03e-3 39.6     60.8     0.233    0.267      0.00
   1005.0    1.5   43.2    189.0 0.068      26.9 1.47    24.00     0.085    1.100 
0.7L    :  24.62
    100.6    6.0   43.9    1.230   0.0   3.28e-3 40.5     86.4     0.341    0.816      0.00
    887.8    1.4   43.2    189.0 0.086      25.4 1.39    24.00     0.085    2.075 
0.8L    :  28.13
    125.2    6.0   43.9    1.055   0.0   3.84e-3 42.4    116.4     0.491    0.816      0.00
    683.8    1.2   43.3    189.0 0.107      22.7 1.24    24.00     0.085    1.553 
0.9L    :  31.65
    154.5    6.0   43.9    0.880   0.0   5.70e-3 48.9    154.9     0.819    1.032      0.00
    379.4    1.0   43.4    189.0 0.132      16.8 0.91    12.00     0.085    1.234 
Critical:  31.05
    149.4    6.0   43.9    0.910   0.0   4.89e-3 46.1    147.1     0.705    0.938      0.00
    448.8    1.1   43.4    189.0 0.128      18.9 1.03    12.00     0.085    1.292 
Transfer:  32.17
    158.8    6.0   43.9    0.854   0.0   6.00e-3 50.0    160.4     0.881    1.076      0.00
    322.2    1.0   43.4    189.0 0.135      16.1 0.87    12.00     0.085    1.202 
Bearing :  34.67
    179.7    6.0   43.9    0.142   0.0   6.00e-3 50.0    183.4     0.997    0.533      1.47
      0.0    0.2   43.8     31.5 0.152      16.2 0.87    12.00     0.085    0.573*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    179.7      4.55     43.92    0.17       43.83    24.00      0.090      1.293      0.407      0.533 
Transfer:      2.50
    158.8      4.06     43.92    1.00       43.42    24.00      0.090      1.130      0.309      0.436 
Critical:      3.62
    149.5      3.83     43.92    1.06       43.39    24.00      0.090      1.051      0.262      0.392 
0.1L    :      3.02
    154.5      3.96     43.92    1.03       43.40    24.00      0.090      1.094      0.287      0.392 
0.2L    :      6.53
    125.2      3.21     43.92    1.23       43.30    24.00      0.090      0.846      0.139      0.320 
0.3L    :     10.05
    100.7      2.59     43.92    1.43       43.20    24.00      0.090      0.638      0.014      0.320 
0.4L    :     13.57
     78.9      2.03     43.92    1.51       43.16    24.00      0.090      0.452      0.000      0.267 
0.5L    :     17.08
     57.6      1.48     43.92    1.51       43.16    24.00      0.090      0.269      0.000      0.267 
0.6L    :     20.60
     78.9      2.03     43.92    1.51       43.16    24.00      0.090      0.452      0.000      0.267 
0.7L    :     24.12
    100.6      2.59     43.92    1.43       43.20    24.00      0.090      0.638      0.014      0.320 
0.8L    :     27.63
    125.2      3.21     43.92    1.23       43.30    24.00      0.090      0.846      0.139      0.320 
0.9L    :     31.15
    154.5      3.96     43.92    1.03       43.40    24.00      0.090      1.094      0.287      0.392 
Critical:     30.55
    149.5      3.83     43.92    1.06       43.39    24.00      0.090      1.051      0.262      0.392 
Transfer:     31.67
    158.8      4.06     43.92    1.00       43.42    24.00      0.090      1.130      0.309      0.436 
Bearing :     34.17
    179.7      4.55     43.92    0.17       43.83    24.00      0.090      1.293      0.407      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.048  2.30     -0.111
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.068  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.021
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.080  2.30     -0.184
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.080  2.30     -0.184
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.068  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.021
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.048  2.30     -0.111
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 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
   321.0    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  
H/2     :   1.97
   258.1    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
0.1L    :   3.02
   379.4    36.0  1.173  267.5    1.2   1.03    927.7  0.110T 1.00       -       -     -     -  
0.2L    :   6.53
   704.9    36.0  1.406  267.0    1.4   1.23   1107.1  0.091T 1.00       -       -     -     -  
0.3L    :  10.05
   919.0    36.0  1.640  266.5    1.7   1.43   1284.9  0.078T 1.00       -       -     -     -  
0.4L    :  13.57
  1052.4    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    350.8   350.8    3.87    -  
0.5L    :  17.08
  1088.2    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    343.3   343.3    3.95    -  
0.6L    :  20.60
  1052.4    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00    350.8   350.8    3.87    -  
0.7L    :  24.12
   919.0    36.0  1.640  266.5    1.7   1.43   1284.9  0.078T 1.00       -       -     -     -  
0.8L    :  27.63
   704.9    36.0  1.406  267.0    1.4   1.23   1107.1  0.091T 1.00       -       -     -     -  
0.9L    :  31.15
   379.4    36.0  1.173  267.5    1.2   1.03    927.7  0.110T 1.00       -       -     -     -  
H/2     :  32.20
   258.1    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
Transfer:  31.67
   321.0    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.151
        M   2.00 Fb     0.498
 
  2   1 E  36.00 Ft     0.245
        M  36.00 Fb     0.386
 
  3   1 E  34.00 Ft     0.611
        M  34.00 Fb     0.297
 
  4   2 E   6.00 Ft     0.499
        M   6.00 Fb     0.765
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.325
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.37 %               Final losses: 12.24 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.325     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1357.63     1088.17     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   0.041     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.940     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.051    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.556     Midspan
    Pre.Bot:                                                             2.000   0.360    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  82.008 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.064      0.00       0.064   34.17
     DC  Line       0.007      0.00       0.007   34.17
     DC  Line       0.064      0.00       0.064   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.701   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.769   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.829   (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                  =        382.5 in2           1021.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           230442 in4#
Ht. of c.g.           =        17.06 in             33.50 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.3 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1023.1   1031.3   1029.6   1031.3   1031.3   1031.3   1031.3   1031.3
  Yb      ,  in    33.46    33.28    33.32    33.28    33.28    33.28    33.28    33.28
  MI(Ixx) , in4   231249   235248   234404   235248   235248   235248   235248   235248

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.970 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.963 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.090 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)       
-------------------------------------------------------------------------------------
       281.336         740 208.189      3.460 14011.881   254.468     110.764        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3957    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62      10.00       2.0210      2.8599     No
      2      US#5[M16]       60.00        0.62      11.63       2.8599      3.8291     No
      2      US#5[M16]       60.00        0.62      13.63       3.8291      4.9649     No
      2      US#5[M16]       60.00        0.62      15.00       4.9600     11.2100     No
      2      US#4[M13]       60.00        0.40      11.00       2.3957      3.3199    Yes
      2      US#4[M13]       60.00        0.40      12.25       3.3199      4.3501    Yes
      2      US#4[M13]       60.00        0.40      15.00       4.3501     13.1001    Yes
      2      US#4[M13]       60.00        0.40      18.00      13.1001     22.0669    Yes
      2      US#4[M13]       60.00        0.40      15.00      22.0669     30.8169    Yes
      2      US#4[M13]       60.00        0.40      12.25      30.8169     31.8471    Yes
      2      US#4[M13]       60.00        0.40      11.00      31.8471     32.7713    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9570     30.2070     No
      2      US#5[M16]       60.00        0.62      13.63      30.2070     31.3428     No
      2      US#5[M16]       60.00        0.62      11.63      31.3428     32.3120     No
      2      US#5[M16]       60.00        0.62      10.00      32.3071     33.1460     No
      2      US#5[M16]       60.00        0.62       9.00      33.1460     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 31.1670 35.1670       6.50 
      2 US#6[M19]           2.00 0.880  0.0000 35.1670       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.942 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.86 ksi    0.00 ksi
    due to Composite Loads                                 -0.47 ksi    0.00 ksi
    due to Live Loads                                      -2.49 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.60 ksi  ( 3.37 %)            17.58 ksi ( 8.97 %)
Total Prestress Losses                                    24.18 ksi (12.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     5.3     4.3     6.3    12.1    16.3    18.8    19.6
DC(Max)     V       2.3     2.0     2.0     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.5    21.2    31.4    60.4    81.1    93.5    97.6
Haunch (Max)V      11.4     9.8    10.1     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   127.1   102.3   150.0   275.3   354.8   405.1   417.0
            V      66.7    59.5    61.0    58.0    13.0    39.1    31.7    24.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.7    59.5    61.0    58.0    47.8    39.8    33.1    26.6
            M      -0.0   127.7   103.3   150.0   264.0   338.2   379.8   384.2
Total     : M+      0.0   191.7   154.1   226.7   422.8   553.0   633.8   656.0
            V      94.6    83.3    85.7    81.0    30.3    50.6    37.5    24.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.6    83.3    85.7    81.0    65.0    51.3    38.9    26.7
            M      -0.0   192.4   155.1   226.7   411.6   536.4   608.5   623.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      18.8    16.3    12.1     6.3     4.3     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.5    81.1    60.4    31.4    21.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.1     9.8    11.4
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    405.1   354.8   275.3   150.0   102.3   127.1     0.0
            V      31.7    39.1    13.0    58.0    61.0    59.5    66.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.1    39.8    47.8    58.0    61.0    59.5    66.7
            M     379.8   338.2   264.0   150.0   103.3   127.7    -0.0
Total     : M+    633.7   553.0   422.8   226.7   154.1   191.7     0.0
            V      37.5    50.6    30.3    81.0    85.7    83.3    94.6
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    38.9    51.3    65.0    81.0    85.7    83.3    94.6
            M     608.5   536.4   411.6   226.7   155.1   192.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.8              6.8
Deck+Haunch            11.4             11.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.3             25.3
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     5.3     4.3     6.3    12.1    16.3    18.8    19.6
DC(Max)     V       2.3     2.0     2.0     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.5    21.2    31.4    60.4    81.1    93.5    97.6
Haunch (Max)V      11.4     9.8    10.1     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   101.6    81.9   120.0   220.2   283.9   324.0   333.6
            V      53.4    47.6    48.8    46.4    10.4    31.3    25.4    19.5
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    53.4    47.6    48.8    46.4    38.2    31.8    26.5    21.3
            M      -0.0   102.2    82.7   120.0   211.2   270.6   303.8   307.4
Total     : M+      0.0   166.3   133.6   196.8   367.8   482.1   552.7   572.6
            V      81.3    71.4    73.5    69.4    27.7    42.8    31.2    19.5
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    81.3    71.4    73.5    69.4    55.5    43.4    32.3    21.3
            M      -0.0   166.8   134.5   196.8   358.8   468.8   532.5   546.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
DL-Prec.  : M      18.8    16.3    12.1     6.3     4.3     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.5    81.1    60.4    31.4    21.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.1     9.8    11.4
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    324.0   283.9   220.2   120.0    81.9   101.6     0.0
            V      25.4    31.3    10.4    46.4    48.8    47.6    53.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    26.5    31.8    38.2    46.4    48.8    47.6    53.4
            M     303.8   270.6   211.2   120.0    82.7   102.2    -0.0
Total     : M+    552.7   482.1   367.8   196.8   133.6   166.3     0.0
            V      31.2    42.8    27.7    69.4    73.5    71.4    81.3
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    32.3    43.4    55.5    69.4    73.5    71.4    81.3
            M     532.5   468.8   358.8   196.8   134.5   166.8    -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    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    19.7    15.8    23.4    45.0    60.4    69.6    72.7
(Max)       V       8.5     7.3     7.5     7.0     5.3     3.5     1.8     0.0
Self wt.  : M       0.0    14.2    11.4    16.8    32.4    43.5    50.1    52.3
(Min)       V       6.1     5.2     5.4     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     6.6     5.3     7.9    15.2    20.4    23.5    24.5
DC(Max)     V       2.9     2.4     2.5     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     4.8     3.8     5.7    10.9    14.7    16.9    17.6
DC(Min)     V       2.1     1.8     1.8     1.7     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.1    26.5    39.3    75.5   101.3   116.8   122.0
Haunch (Max)V      14.3    12.2    12.6    11.8     8.8     5.9     2.9     0.0
Deck +    : M       0.0    23.8    19.1    28.3    54.3    72.9    84.1    87.8
Haunch (Min)V      10.3     8.8     9.1     8.5     6.4     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.9     1.2     1.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.9     1.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.6    11.7    17.4    33.4    44.8    51.7    54.0
DC(Max)     V       6.3     5.4     5.6     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.5     8.4    12.5    24.0    32.3    37.2    38.9
DC(Min)     V       4.6     3.9     4.0     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     6.3     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.0     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.7     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   222.4   179.1   262.4   481.7   621.0   708.9   729.7
            V     116.8   104.1   106.8   101.4    22.7    68.4    55.5    42.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.8   104.1   106.8   101.4    83.6    69.6    57.9    46.5
            M      -0.0   223.5   180.8   262.4   462.0   591.9   664.7   672.4
Total     : M+      0.0   304.5   244.8   360.0   669.2   872.7   999.3  1033.3
            V     152.2   134.4   138.2   130.7    44.7    83.0    62.8    42.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.2   134.4   138.2   130.7   105.5    84.3    65.3    46.6
            M      -0.0   305.6   246.6   360.0   649.5   843.6   955.1   976.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      69.6    60.4    45.0    23.4    15.8    19.7     0.0
(Max)       V       1.8     3.5     5.3     7.0     7.5     7.3     8.5
Self wt.  : M      50.1    43.5    32.4    16.8    11.4    14.2     0.0
(Min)       V       1.3     2.5     3.8     5.0     5.4     5.2     6.1
DL-Prec.  : M      23.5    20.4    15.2     7.9     5.3     6.6     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.5     2.4     2.9
DL-Prec.  : M      16.9    14.7    10.9     5.7     3.8     4.8     0.0
DC(Min)     V       0.4     0.9     1.3     1.7     1.8     1.8     2.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     116.8   101.3    75.5    39.3    26.5    33.1     0.0
Haunch (Max)V       2.9     5.9     8.8    11.8    12.6    12.2    14.3
Deck +    : M      84.1    72.9    54.3    28.3    19.1    23.8     0.0
Haunch (Min)V       2.1     4.2     6.4     8.5     9.1     8.8    10.3
Diaphragm : M       1.2     0.9     0.6     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.9     0.6     0.4     0.2     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      51.7    44.8    33.4    17.4    11.7    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.6     5.4     6.3
DL-Comp   : M      37.2    32.3    24.0    12.5     8.4    10.5     0.0
DC(Min)     V       0.9     1.9     2.8     3.7     4.0     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     6.3     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.0     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.7     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    708.9   621.0   481.7   262.4   179.1   222.4     0.0
            V      55.5    68.4    22.7   101.4   106.8   104.1   116.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.9    69.6    83.6   101.4   106.8   104.1   116.8
            M     664.7   591.9   462.0   262.4   180.8   223.5    -0.0
Total     : M+    999.3   872.7   669.2   360.0   244.8   304.5     0.0
            V      62.8    83.0    44.7   130.7   138.1   134.4   152.2
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    65.3    84.3   105.5   130.7   138.1   134.4   152.2
            M     955.1   843.6   649.5   360.0   246.6   305.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            14.3             14.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.6             31.6
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    15.8    12.6    18.7    36.0    48.3    55.7    58.1
(Max)       V       6.8     5.8     6.0     5.6     4.2     2.8     1.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.3     4.3     6.3    12.1    16.3    18.8    19.6
DC(Max)     V       2.3     2.0     2.0     1.9     1.4     0.9     0.5     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    26.5    21.2    31.4    60.4    81.1    93.5    97.6
Haunch (Max)V      11.4     9.8    10.1     9.4     7.1     4.7     2.4     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     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(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    11.7     9.4    13.9    26.7    35.9    41.4    43.2
DC(Max)     V       5.1     4.3     4.5     4.2     3.1     2.1     1.0     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     5.2     4.2     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     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   108.6    87.1   128.7   243.7   320.1   362.2   368.0
            V      61.2    56.2    57.3    55.2     4.8    41.2    34.6    27.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.2    56.2    57.3    55.2    47.9    41.2    34.6    27.9
            M       0.0   108.7    87.3   128.7   241.8   320.1   362.2   368.0
Total     : M+      0.0   173.3   138.9   205.5   391.2   518.3   590.9   607.0
            V      89.1    80.1    82.0    78.2    22.1    52.8    40.4    28.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    89.1    80.1    82.0    78.2    65.2    52.8    40.4    28.0
            M       0.0   173.4   139.1   205.5   389.3   518.3   590.9   607.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.20   31.67   34.17
Self wt.  : M      55.7    48.3    36.0    18.7    12.6    15.8     0.0
(Max)       V       1.4     2.8     4.2     5.6     6.0     5.8     6.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      18.8    16.3    12.1     6.3     4.3     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.5    81.1    60.4    31.4    21.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.1     9.8    11.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     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      41.4    35.9    26.7    13.9     9.4    11.7     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.5     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.2     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    362.2   320.1   243.7   128.7    87.1   108.6     0.0
            V      34.6    41.2     4.8    55.2    57.3    56.2    61.2
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    34.6    41.2    47.9    55.2    57.3    56.2    61.2
            M     362.2   320.1   241.8   128.7    87.3   108.7     0.0
Total     : M+    590.9   518.3   391.2   205.5   138.9   173.3     0.0
            V      40.4    52.8    22.1    78.2    82.0    80.1    89.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.4    52.8    65.2    78.2    82.0    80.1    89.1
            M     590.9   518.3   389.3   205.5   139.1   173.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
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   0.012   0.010   0.014   0.027   0.037   0.042   0.044 
Precast-top    0.028   0.372   0.302   0.411   0.638   0.801   0.900   0.933 
Bottom         0.212   1.052   0.875   1.018   0.816   0.672   0.585   0.556 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.082   0.094   0.168   0.220   0.251   0.262 
Bottom        -0.063  -0.072  -0.128  -0.168  -0.192  -0.200 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.266   0.278   0.352   0.404   0.435   0.446 
Bottom         1.325   1.316   1.260   1.220   1.196   1.188 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.02    6.53   10.05   13.57   17.08
 
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    1.97    3.02    6.53   10.05   13.57   17.08
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   0.083   0.067   0.098   0.186   0.245   0.278   0.283 
Precast-top    0.014   0.218   0.176   0.243   0.390   0.494   0.555   0.574 
Bottom         0.106   0.342   0.289   0.290  -0.006  -0.207  -0.322  -0.347 
 

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
    152.2    6.0   43.9    0.143   0.0   6.00e-3 50.0    152.9     0.832    0.533      1.04
      0.0    0.2   43.8     31.5 0.129      16.2 0.87    12.00     0.085    0.676*
Transfer:   3.00
    134.4    6.0   43.9    0.855   0.0   4.40e-3 44.4    128.7     0.581    1.076      0.00
    305.6    1.1   43.4    189.0 0.115      20.5 1.12    24.00     0.085    1.735 
Critical:   4.11
    126.3    6.0   43.9    0.911   0.0   3.10e-3 39.9    113.8     0.438    0.938      0.00
    425.5    1.2   43.3    189.0 0.108      26.5 1.44    24.00     0.085    1.923 
0.1L    :   3.52
    130.7    6.0   43.9    0.881   0.0   3.78e-3 42.2    122.2     0.511    1.032      0.00
    360.0    1.1   43.4    189.0 0.112      23.0 1.25    24.00     0.085    1.856 
0.2L    :   7.03
    105.5    6.0   43.9    1.056   0.0   2.86e-3 39.0     89.3     0.335    0.816      0.00
    649.5    1.3   43.2    189.0 0.090      28.0 1.53    24.00     0.085    2.095 
0.3L    :  10.55
     84.3    6.0   43.9    1.231   0.0   2.46e-3 37.6     62.8     0.224    0.816      0.00
    843.6    1.6   43.1    189.0 0.072      30.9 1.69    24.00     0.085    2.770 
0.4L    :  14.07
     65.3    6.0   43.9    1.302   0.0   2.30e-3 37.0     40.3     0.141    0.267      0.00
    955.1    1.7   43.1    189.0 0.056      32.2 1.76    24.00     0.085    1.494 
0.5L    :  17.58
     46.6    6.0   43.9    1.302   0.0   1.95e-3 35.8     16.2     0.085    0.267      0.00
    976.0    1.7   43.1    189.0 0.040      35.6 1.95    24.00     0.085    2.224 
0.6L    :  21.10
     65.3    6.0   43.9    1.302   0.0   2.30e-3 37.0     40.3     0.141    0.267      0.00
    955.1    1.7   43.1    189.0 0.056      32.2 1.76    24.00     0.085    1.494 
0.7L    :  24.62
     84.3    6.0   43.9    1.231   0.0   2.46e-3 37.6     62.8     0.224    0.816      0.00
    843.6    1.6   43.1    189.0 0.072      30.9 1.69    24.00     0.085    2.770 
0.8L    :  28.13
    105.5    6.0   43.9    1.056   0.0   2.86e-3 39.0     89.3     0.335    0.816      0.00
    649.5    1.3   43.2    189.0 0.090      28.0 1.53    24.00     0.085    2.095 
0.9L    :  31.65
    130.7    6.0   43.9    0.881   0.0   3.78e-3 42.2    122.2     0.511    1.032      0.00
    360.0    1.1   43.4    189.0 0.112      23.0 1.25    24.00     0.085    1.856 
Critical:  31.06
    126.3    6.0   43.9    0.911   0.0   3.10e-3 39.8    113.8     0.438    0.938      0.00
    425.5    1.2   43.3    189.0 0.108      26.5 1.44    24.00     0.085    1.923 
Transfer:  32.17
    134.4    6.0   43.9    0.855   0.0   4.40e-3 44.4    128.7     0.581    1.076      0.00
    305.6    1.1   43.4    189.0 0.115      20.5 1.12    24.00     0.085    1.735 
Bearing :  34.67
    152.2    6.0   43.9    0.143   0.0   6.00e-3 50.0    152.9     0.832    0.533      1.04
      0.0    0.2   43.8     31.5 0.129      16.2 0.87    12.00     0.085    0.676*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    152.2      3.86     43.92    0.18       43.82    24.00      0.090      1.062      0.268      0.533 
Transfer:      2.50
    134.4      3.44     43.92    1.09       43.37    24.00      0.090      0.922      0.184      0.436 
Critical:      3.61
    126.4      3.24     43.92    1.16       43.33    24.00      0.090      0.855      0.144      0.392 
0.1L    :      3.02
    130.7      3.35     43.92    1.13       43.35    24.00      0.090      0.891      0.166      0.392 
0.2L    :      6.53
    105.5      2.71     43.92    1.35       43.24    24.00      0.090      0.679      0.038      0.320 
0.3L    :     10.05
     84.3      2.17     43.92    1.57       43.13    24.00      0.090      0.499      0.000      0.320 
0.4L    :     13.57
     65.3      1.68     43.92    1.66       43.09    24.00      0.090      0.336      0.000      0.267 
0.5L    :     17.08
     46.6      1.20     43.92    1.66       43.09    24.00      0.090      0.176      0.000      0.267 
0.6L    :     20.60
     65.3      1.68     43.92    1.66       43.09    24.00      0.090      0.336      0.000      0.267 
0.7L    :     24.12
     84.3      2.17     43.92    1.57       43.13    24.00      0.090      0.499      0.000      0.320 
0.8L    :     27.63
    105.5      2.71     43.92    1.35       43.24    24.00      0.090      0.679      0.038      0.320 
0.9L    :     31.15
    130.7      3.35     43.92    1.13       43.35    24.00      0.090      0.891      0.166      0.392 
Critical:     30.56
    126.4      3.24     43.92    1.16       43.33    24.00      0.090      0.855      0.144      0.392 
Transfer:     31.67
    134.4      3.44     43.92    1.09       43.37    24.00      0.090      0.922      0.184      0.436 
Bearing :     34.17
    152.2      3.86     43.92    0.18       43.82    24.00      0.090      1.062      0.268      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.021  2.30     -0.049
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.044  2.30     -0.101
DL-Prec. (DC)  :                       -0.009  3.00     -0.026
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.037
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.003  3.00     -0.010
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.073  2.30     -0.168
DL-Prec. (DC)  :                       -0.015  3.00     -0.044
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.015  3.00     -0.046
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.027
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.161  1.80      0.289  2.20      0.353
Self Wt.       :      -0.052  1.85     -0.095  2.40     -0.124
Deck + Haunch  :                       -0.073  2.30     -0.168
DL-Prec. (DC)  :                       -0.015  3.00     -0.044
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.140  1.80      0.253  2.20      0.309
Self Wt.       :      -0.044  1.85     -0.081  2.40     -0.106
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.037
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.003  3.00     -0.010
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.107  1.80      0.192  2.20      0.234
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.077
Deck + Haunch  :                       -0.044  2.30     -0.101
DL-Prec. (DC)  :                       -0.009  3.00     -0.026
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.059  1.80      0.107  2.20      0.130
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.021  2.30     -0.049
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 5,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   304.5    36.0  1.140  267.3    1.3   1.09    900.3  0.103T 1.00       -       -     -     -  
H/2     :   1.97
   244.8    36.0  0.938  267.8    1.1   0.90    744.2  0.125T 1.00       -       -     -     -  
0.1L    :   3.02
   360.0    36.0  1.174  267.2    1.3   1.13    926.7  0.100T 1.00       -       -     -     -  
0.2L    :   6.53
   669.2    36.0  1.408  266.7    1.6   1.35   1105.4  0.083T 1.00       -       -     -     -  
0.3L    :  10.05
   872.7    36.0  1.642  266.1    1.8   1.57   1282.2  0.071T 1.00       -       -     -     -  
0.4L    :  13.57
   999.3    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00    350.9   350.9    3.86    -  
0.5L    :  17.08
  1033.3    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00    343.9   343.9    3.93    -  
0.6L    :  20.60
   999.3    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00    350.9   350.9    3.86    -  
0.7L    :  24.12
   872.7    36.0  1.642  266.1    1.8   1.57   1282.2  0.071T 1.00       -       -     -     -  
0.8L    :  27.63
   669.2    36.0  1.408  266.7    1.6   1.35   1105.4  0.083T 1.00       -       -     -     -  
0.9L    :  31.15
   360.0    36.0  1.174  267.2    1.3   1.13    926.7  0.100T 1.00       -       -     -     -  
H/2     :  32.20
   244.8    36.0  0.938  267.8    1.1   0.90    744.2  0.125T 1.00       -       -     -     -  
Transfer:  31.67
   304.5    36.0  1.140  267.3    1.3   1.09    900.3  0.103T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.151
        M   2.00 Fb     0.498
 
  2   1 E  36.00 Ft     0.245
        M  36.00 Fb     0.386
 
  3   1 E  34.00 Ft     0.611
        M  34.00 Fb     0.297
 
  4   2 E   6.00 Ft     0.499
        M   6.00 Fb     0.765
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.325
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.37 %               Final losses: 12.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.325     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1353.01     1033.27     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.044     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.933     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.052    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.574     Midspan
    Pre.Bot:                                                             2.000   0.342    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.167  1.80      0.301  2.20      0.368
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.015  3.00     -0.046
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.027
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

LIVE LOADS USED: 

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

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

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

 
RATING LOADS - NONE

