Maximum Percentage of Steel in Structural Members as per IS:456-2000 | Technical civil

[@structuredesign5669]

Essa channel kahi nhi dekha 👍

[@anilparmar8830]

You are doing great 👍work 👏sir

[@shahezadkazi2121]

Nice explanation 👌

[@abirhossainmondal1440]

Great job sir....thank u so much...plz post more video.

[@gpsharma9669]

Exclusiv lecture,sir.

[@jitendrabhagora6298]

Thanku so much sir 8sem clear Ho gaya and me pass 😃

[@salimtalukdar259]

wow talented person

[@AD13D]

What is the difference b/w cross sectional area and Gross Sectional Area...

[@UjjalDas-tw6rj]

Great

[@allrounder689]

Hello sir please advice me for mtech thesis tooic

[@alanurchowdhury8268]

Video pe sound clear nahi

[@tomtree2336]

Question was wrong, it was not applicable to slab for slab is a main concrete member. For beam and column is ok but the question was concrete members, not beams and columns.

[@saadkhan-dy2ov]

But in the column we can provide 6 percent maximum again this questions is wrong

[@sairajeswararaov9067]

Footing ????

[@pravinpatil-t1k]

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[@kamalrout4822]

Max 4%

[@cristofer8263]

No boss ... Question he galat hai....

[@MSIGF63-h3r]

hindi thaiyoli