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Sir can there be web buckling in laterally unrestrained beam also or it takes place only in laterally restrained beam.? Please clarify
7:43 how you had put Mfd=Md and in second line you mentioned relation between these two.
Vd and fv both are design strength then why we are multiplying shear area with fv.
at 1.48 the clause is 8.2.1.2
Sir can there be web buckling in laterally unrestrained beam also or it takes place only in laterally restrained beam.? Please clarify
7:43 how you had put Mfd=Md and in second line you mentioned relation between these two.
Vd and fv both are design strength then why we are multiplying shear area with fv.
at 1.48 the clause is 8.2.1.2