Big Mistakes in RCC Slab - Lapping Mistakes - Reinforcement Mistakes - Civil Engineering

[@mfutobongemmanuel4838]

I cannot see top distribution bar along the beans why?

[@hawsaromerhama725]

90 degree bent is allowed but in the case of designing building for seismic zone it should bent by 135 degree for stirrups and ties , because it is not easy to use 135 for all buildings

[@mikeweatherford1224]

In a continuous slab when using crank bars in each slab panels at each and every beam intersection is it acceptable to provide the lapping with the cranked steel over the top beams at a distance of L4 on each side of beams ? If no where is the proper lapping zone when cranked steel bars are used in slab panels at each and every beam intersection ? Thank you Sir

[@lameckorido8224]

Good explanation 👍

[@abdulmotin8902]

Standards rod good good good work thank you

[@ahmedzohair9905]

Is it not necessary to provide one way or two way slab ? Here I can see only straight bars and no crank bars and Extra bars.

[@ahmedzohair9905]

Pls clarify. Weather can we skip crank bars and extra bars

[@engr228]

dear main bar end the beam

[@ShuaCigar]

Lapping location of slab bottom bar must be on beam..but lapping of slab top bar shouldnt be at beam

[@MrMallick736]

Lapping depend on distance

[@arbabkhan8026]

Thanks sir

[@abdulmotin8902]

Nice nice, have dalai