Basic Rules of Lapping in Beam Reinforcement Lapping zone in Beams

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#CivilEngineers #CivilEngineering

[@likeedufun-educationandfun9901]

Thank you very much brother... 🌻

[@brooneil1632]

This is a special presentation and clear as day

[@johnmoses3753]

Thanks for the great work

[@MasterCivilEngineering]

Good video💯💯🇺🇸

[@raphaelpetersamat9897]

Very clear explaination with illustration..great video n keep it up..👍

[@rameshmmr4848]

Useful video sir tq

[@luimackjohnson302]

Splendid! Another great video. Thank you for sharing this video. Greetings from Papua New Guinea. I am in process of building a 3 storey residential building & contemplating building a 7 storey commercial building later on next to each other on same portion of clayish soil with some rocks & your videos are beneficial! I wish to also build a 7 storey commercial building next to a lake that is inundated with water 3/4 of the year & other traditional houses in the vicinity are on stilts in the village what is your recommendation in terms of foundation, pillars, pylons etc thank you.

[@nelsonhayag6307]

You discuss three coulumn A,B and C Sir splicing on beam from A to B using 12 dia and 16 dia B to C 16 dia what is the basis of lapping length on A to B using different 12mm and 16 mm
corrugated bar kindly discuss ill follow

[@zachleonard258]

Are slabs and beams usually poured monolithically? Does that mean that all steel in the suspended slab is in compression where you lap after l/4, because the beams are the tension members and are so deep? Example, if you have 16 in beam plus 6 in slab on top, a total of 22 inches cross section, the top 11 inches is all compression and bottom 11 must be all tension steel?

[@nirbhaykashyap2361]

Sir beam ki liye bhi banao please

[@MdJunaid-cm9ww]

Bottom ma l! 4 ma overlap de sakte ha

[@surjeetkumar-jd2yj]

Which is code we use sir