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  1. Home/
  2. Md Nizamuddin Mondal/
  3. Week 11 Challenge

Week 11 Challenge

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

    • Md Nizamuddin Mondal

      updated on 28 Feb 2023

                                               Calculation of Temperature Load
    Name of Project/ Work              = Calculation of Temperature 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:-      
    Location = Delhi  
    Maximum temperature in this location as per IRC 6,Page-57, Fig.15 = 47.5 oC
    Minimum temperature in this location as per IRC 6,Page-58, Fig.16 = -2.5 oC
    Grade of Concrete = M 40  
    Span of the Bridge =                   9.00 m
    Box Girder Height =                   1.50 m
    Box Girder Width =                   1.50 m
    Web Thickness                     0.30 m
    Widfth of Deck Slab =                   7.00 m
    Thickness of Deck Slab = 0.55 m
    Pier Cap Width = 6.00 m
    Pier Height  = 10.00 m
    Co-efficient of Thermal Expansion aas per IRC 6-2017 Page-59
    		= 12x10-6 oC
    Modulus of Elasticity of material                                                              E =
     
    		Pa( Pascal)
      = 31622.78 Pa( Pascal)
           
    Solution:-      
           
         
     
       
    Effective temperature difference(A-B)/2+10, IRC 6, table 15 
    		= 35.00 oC
    Stree due to temperature= = 13.28 KN/m2
    Maximum Permissible Stress(2/3x.7xfck1/2) = 2.95 KN/m2
    Ok, this value is restricted to 3 KN/m2      
     Positive temperature difference      
    Temperature at Top = 47.50 oC
    Temperature at  Bottom as IRC 6 2017, page no59, Fig:17a = 5.60 oC
           
    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
    4 Temperature load 0 48.714 1738.692 0 0 0 4001.769  Max. Bending Moment
    1 Temperature load 1 -15.588 1255.328 -0.164 1.117 0.773 -7972.981 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
    141 Temperature load 0 41.966 1753.092 0 0 0 3039.038 Max. Shaer Force
    196 Temperature load 0.5 -52.379 -979.44 -10.513 -332.533 1.315 -1848.36 Mini. Shaer Force
    2.4

    Shear Force Diagram(SBD):-

     
    2.5

    Reaction:-

     
    2.6

     

     
    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
    141 Temperature load 0 41.966 1753.092 0 0 0 3039.038 Max. Shaer Force
    196 Temperature load 0.5 -52.379 -979.44 -10.513 -332.533 1.315 -1848.36 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
    4 Temperature load 0 48.714 1738.692 0 0 0 4001.769  Max. Bending Moment
    1 Temperature load 1 -15.588 1255.328 -0.164 1.117 0.773 -7972.981 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  Temperature Load          87.93          
     Min. FX             293  Temperature Load         -71.28          
     Max. FY             290  Temperature Load    1.61E+03        
     Min. FY             293  Temperature Load    -1.96E+03        
     Max. FZ             295  Temperature Load              63.99      
     Min. FZ             291  Temperature Load              63.99      
     Max. MX             290  Temperature Load              556.89    
     Min. MX             294  Temperature Load            -556.89    
     Max. MY             294  Temperature Load                    7.02  
     Min. MY             290  Temperature Load                  -7.02  
     Max. MZ             293  Temperature Load            7.80E+03
     Min. MZ             292  Temperature Load            3.75E+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
    236 Temperature Load -1.517 -1.688 -159.833 324.438 -13.463 0.014 -0.004 0.001 Max. Stress
    142 Temperature Load 0.638 0.167 -461.394 -347.594 9.704 -0.018 0.016 0.015 Min. Stress

     

     

    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;-
    2.2 Bending Moment Diagram(BMD):-
    2.3 Maximum Shear Force:-
    2.4 Shear Force Diagram(SBD):-
    2.5 Reaction:-
    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 :-
    3.2 Maximum Bending Moment:-
    3.3 Reaction:-
    3.4 Maximum Plates Stress:-

     

     

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