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  1. Home/
  2. Md Nizamuddin Mondal/
  3. Week 12 Challenge

Week 12 Challenge

                                                                     Calculation of Barge Impact Load Name of Project/ Work     …

    • Md Nizamuddin Mondal

      updated on 01 Mar 2023

                                                                         Calculation of Barge Impact Load
    Name of Project/ Work              = Calculation of Barge Impact Load
    Name of Client                        = Skill-Lync  
    Name of authourity Engineer    = Skill-Lync  
    Designer Name                         = Md Nizamuddin
    Check by                                  = Skill-Lync Professor
    Approved By   = Skill-Lync Professor
           
     Aim & Introduction:-      

    Client  Skill- Lync  has awarded Company  Rahaman & Son Enterprise for Project  Bridge Design & Analysis 

    Company  M/S-Rahaman & Son Enterprise  has appointed Design Agency’s name Skill- Lync   as the “Design Consultant” to carry out the Detailed Design of the project corridor.
    Design Data:-      
    The Span of the Bridge = 12 m
    Deck Width = 7 m
    Deck Thickness = 0.5 m
    Pier Size = 2.5x2.5 m
    Cross Beam = 0.75x1.8 m
    Assume we have taken-----      
    Main Girder Size = 2.0x1.2 m
    Vertical Truss  Member = ISMB350  
    Top Chord Beam = ISMB250  
    Top Bracing = ISA150  
           
    No of Container = 4500 Nos
    Each Containner Weight as per Standard 6.1 TEU  = 2.28 Tonne
    Total Weight of the Container                                                                W = 10260 Tonne
    Barge impact of Speed                                                                          V = 60 Km/hr.
    V =                 16.67 m/s
    Hydrodynamic Co-efficient                                                                  CH =                   1.25  
           
    Solution:-      
     Barge collision Energy      
    KE=500xCHxWxV2 = 1781250000.00 N-m
      =    
    ([1+1.3x10-7xKE]0.5 = 15.25  
    Barge damage Depth =    
    aB=3100x([1+1.3x10-7xKE]0.5-1) = 44175.00 mm
      = 44.18 m
    Barge Collision Impact Force      
    PB=6x106+1600xaB                         aB>=100 mm = 76680000.00 N
    PB   76680.00 Kn
    Pier Size = 2.50 m2
    Force Acting on the Member as a UDL = 30672.00 KN/m
    Material Properties      
    Density of concrete = 25.00 KN/m3
    Grade of Concrete = M 40 N/mm2
    Grade of Steel = Fe 415 N/mm2

     

     

    General Arrangment:-

     

     

    1.0 Procedure:-
    1.1

    Geo-metry Figure:-
    1.2

    Support assigned:-
    1.3

    Properties Assigned:-
    1.4

    Materials Assigned:-
    1.4

    Load / Forces & Stress Assigned:-
    1.5

    Run the model:-
    2.0 Results:
    2.1

    Maximum Bending Moment;-

    Beam L/C Section Axial Force kN Shear-Y kN Shear-Z kN Torsion kN-m Moment-Y kN-m Moment-Z kN-m Remarks
    5 Barge Collision Impact Load 1 0 -750.479 98411.02 -9126.639 1.11E+05 3334.544  Max. Bending Moment
    6 Barge Collision Impact Load 1 0 750.479 98411.02 9126.639 1.11E+05 -3334.544 Mini.. Bending Moment
    2.2

    Bending Moment Diagram(BMD):-

     
    2.3

    Maximum Shear Force:-

     

    Beam L/C Section Axial Force kN Shear-Y kN Shear-Z kN Torsion kN-m Moment-Y kN-m Moment-Z kN-m Remarks
    8 1 0.5 0 750.479 -21731 -9126.64 39261.93 -1458.35 Max. Shaer Force
    7 1 1 0 -750.479 -98411 9126.639 -1.11E+05 3334.544 Mini. Shaer Force
    2.4

    Shear Force Diagram(SBD):-

     
    2.5

    Reaction:-

     
    2.6

    Maximum Plates Stress:-

     

    Plate L/C SQX N/mm2 SQY N/mm2 MX kN-m/m MY kN-m/m MXY kN-m/m SX N/mm2 SY N/mm2 SXY N/mm2 Remarks
    161 1 -0.007 -0.002 0.252 -6.791 1.065 -1.756 0.77 -0.606 Max. Stress
    113 1 -0.015 0.017 -14.353 -37.24 20.116 -1.838 -24.707 7.356 Min. Stress
    2.7

    Deflection of the model;-

     
    2.8

    Displacement of the Model;-

     
    3.0 Report :-
    3.1

    Maximum Shear Force :-

     

    Beam L/C Section Axial Force kN Shear-Y kN Shear-Z kN Torsion kN-m Moment-Y kN-m Moment-Z kN-m Remarks
    8 1 0.5 0 750.479 -21731 -9126.64 39261.93 -1458.35 Max. Shaer Force
    7 1 1 0 -750.479 -98411 9126.639 -1.11E+05 3334.544 Mini. Shaer Force
    3.2

    Maximum Bending Moment:-

     

    Beam L/C Section Axial Force kN Shear-Y kN Shear-Z kN Torsion kN-m Moment-Y kN-m Moment-Z kN-m Remarks
    5 Barge Collision Impact Load 1 0 -750.479 98411.02 -9126.639 1.11E+05 3334.544  Max. Bending Moment
    6 Barge Collision Impact Load 1 0 750.479 98411.02 9126.639 1.11E+05 -3334.544 Mini.. Bending Moment
    3.3

    Reaction:-

     

                     
           Horizontal   Vertical   Horizontal   Moment 
       Node   L/C   Fx kN   Fy kN   Fz kN   Mx kN-m   My kN-m   Mz kN-m 
     Max. FX       292  Barge Collision impact Load        750.48          
     Min. FX       293  Barge Collision impact Load       -750.48          
     Max. FY       290  Barge Collision impact Load    0.00E+00        
     Min. FY       293  Barge Collision impact Load    0.00E+00        
     Max. FZ       295  Barge Collision impact Load      9.84E+04      
     Min. FZ       291  Barge Collision impact Load      9.84E+04      
     Max. MX       290  Barge Collision impact Load        1.11E+02    
     Min. MX       294  Barge Collision impact Load        -1.11E+02    
     Max. MY       294  Barge Collision impact Load          9.13E+03  
     Min. MY       290  Barge Collision impact Load          -9.13E+03  
     Max. MZ       293  Barge Collision impact Load            3.33E+03
     Min. MZ       292  Temperature Load            -3.33E+03
    3.4

    Maximum Plates Stress:-

     

    Plate L/C SQX N/mm2 SQY N/mm2 MX kN-m/m MY kN-m/m MXY kN-m/m SX N/mm2 SY N/mm2 SXY N/mm2 Remarks
    161 1 -0.007 -0.002 0.252 -6.791 1.065 -1.756 0.77 -0.606 Max. Stress
    113 1 -0.015 0.017 -14.353 -37.24 20.116 -1.838 -24.707 7.356

     

     

    Min. Stress

     

     

     

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