mod10lec47

[@brajessingh184]

Sir can there be web buckling in laterally unrestrained beam also or it takes place only in laterally restrained beam.? Please clarify

[@comedycutfilms1334]

Vd and fv both are design strength then why we are multiplying shear area with fv.

[@comedycutfilms1334]

7:43 how you had put Mfd=Md and in second line you mentioned relation between these two.

[@soumyajyotiseth9719]

at 1.48 the clause is 8.2.1.2