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  1. Home/
  2. Md Nizamuddin Mondal/
  3. Week 10 Challenge

Week 10 Challenge

                                                   Calculation of Snow Load Name of Project/ Work              = Calculation of Snow Load Name of Client …

    • Md Nizamuddin Mondal

      updated on 25 Feb 2023

                                                       Calculation of Snow Load
    Name of Project/ Work              = Calculation of Snow 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:-      

               
           
    Design Data:-      
    Span of the Bridge =                 10.00 m
    Flat Deck Angle, 
    		= 0 Degree
    Settle Snow Density =                   3.00 Kn/M3
     
         
    Shape Co-efficient Factor from IS 875-part V
    		     
                                                                                                                             =                   0.80  
    Depth of Snow = 1.25 m
    Solution:-      
    Snow Load, So = 37.50 KN/M
    Design Snow Load,S = 30.00 KN/M
    Material Properties      
    Density of concrete = 25.00 KN/m3
    Grade of Concrete = M35 N/mm2
    Grade of Steel = Fe500 N/mm2

     

    • General Arrangment of the Bridge:-

    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
    262 Mini. Snow Load 0 254.604 54.715 -14.525 1.237 49.907 192.282  Max. Bending Moment
    255 Mini. Snow Load 0 254.604 -54.715 14.525 1.237 -49.907 -192.282 Mini.. Bending Moment
    414 Snow Load 1 0.801 -32.058 0.172 0.958 0.06 12.492  Max. Bending Moment
    257 Snow Load 0 124.005 -2.04 -0.058 -0.002 0.27 -7.195 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
    254 Mini. Snow Load 0.25 19.706 87.568 0.669 -7.233 0.468 52.78 Max. Shaer Force
    625 Mini. Snow Load 1 19.706 -87.568 -0.669 7.233 0.385 63.725 Mini. Shaer Force
    252 Snow Load 0 0.801 32.058 -0.172 -0.958 0.06 12.492 Max. Shaer Force
    415 Snow Load 1 0.801 -32.058 -0.172 -0.958 -0.06 12.492 Mini. Shaer Force
    2.4

    Shear Force Diagram(SBD):-

     

     
    2.5

    Reaction:-

     

     L/C       Fx kN   Fy kN   Fz kN   Mx kN-m   My kN-m   Mz kN-m 
              1.00  Loads            -       -720.00             -       4,320.00               -      -3,600.00
       Reactions            -        720.00             -      -4,320.00               -       3,600.00
       Difference            -               -               -                 -                 -                 -  
              2.00  Loads            -    -1,620.00             -       9,720.00               -      -8,100.00
       Reactions            -     1,620.00             -      -9,720.00               -       8,100.00
       Difference            -               -               -                 -                 -                 -  

     
    2.6

    Maximum Plates 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
    254 Mini. Snow Load 0.25 19.706 87.568 0.669 -7.233 0.468 52.78 Max. Shaer Force
    625 Mini. Snow Load 1 19.706 -87.568 -0.669 7.233 0.385 63.725 Mini. Shaer Force
    252 Snow Load 0 0.801 32.058 -0.172 -0.958 0.06 12.492 Max. Shaer Force
    415 Snow Load 1 0.801 -32.058 -0.172 -0.958 -0.06 12.492 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
    262 Mini. Snow Load 0 254.604 54.715 -14.525 1.237 49.907 192.282  Max. Bending Moment
    255 Mini. Snow Load 0 254.604 -54.715 14.525 1.237 -49.907 -192.282 Mini.. Bending Moment
    414 Snow Load 1 0.801 -32.058 0.172 0.958 0.06 12.492  Max. Bending Moment
    257 Snow Load 0 124.005 -2.04 -0.058 -0.002 0.27 -7.195 Mini.. Bending Moment
    3.3

    Reaction:-

     

     L/C       Fx kN   Fy kN   Fz kN   Mx kN-m   My kN-m   Mz kN-m 
              1.00  Loads            -       -720.00             -       4,320.00               -      -3,600.00
       Reactions            -        720.00             -      -4,320.00               -       3,600.00
       Difference            -               -               -                 -                 -                 -  
              2.00  Loads            -    -1,620.00             -       9,720.00               -      -8,100.00
       Reactions            -     1,620.00             -      -9,720.00               -       8,100.00
       Difference            -               -               -                 -                 -                 -  
    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
    981 2 -0.199 -0.19 123.508 90.649 53.529 -0.07 -0.04 -0.03 Max. Stress
    1095 2 -0.199 0.19 123.508 90.649 -53.528 -0.07 -0.04 0.03  
    783 2 -0.003 0.002 1.876 57.626 -0.11 0.014 -0.015 0.001  
    575 2 0.19 -0.199 -90.649 -123.508 53.528 -0.04 -0.07 0.03 Min. Stress
    594 2 -0.19 -0.199 -90.649 -123.508 -53.528 -0.04 -0.07 -0.03  
    980 2 -0.101 -0.137 -46.609 -92.412 -15.82 -0.024 -0.033 -0.013  

     

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