K-Bracing : I don't Like it !

[@nomadicmritunjaya774]

Please make a vedio on that why we not use lacing and batten together.

[@TonmoyMaity]

I will try

[@saliktramboo2090]

Please make video on ocbf and ecbf

[@TonmoyMaity]

Well I'll try

[@mohanv5279]

How to find compression & tension factor ??

[@TonmoyMaity]

Will discuss

[@mohanv5279]

@@TonmoyMaity waiting

[@jagdishnarayan4525]

As usual.. Awesome.. Keep posting

[@TonmoyMaity]

Thank you so much 😀

[@pallavisao9613]

Amazing video sir & nicely explained also.

[@TonmoyMaity]

Keep watching

[@mikeotiz3610]

why cut down on Le, i think we should design member capacities for worst case. For column, i assume k=1.0, for beams, i assume pin supports for steel structures.

[@nomadicmritunjaya774]

Tonmay please explain with example how to assess failure using internal stresses diagrams in staad. Please 🙏

[@TonmoyMaity]

Noted