Design of Column Shear Rebar from ETABS result Part 2 | Why Extra Ties are provided in column |

[@IrfanShaikh-SE]

Please make more videos like this in detail no matter the length of video. Please make the video.

[@civilconst]

I will make for sure

[@anandgor4181]

Very useful information

[@civilconst]

Cheers

[@jojoi.mangkulla7168]

sir wanna ask, in etabs can we design extra ties and stirrups by using Section Designer?

[@rupeshkumarpajiyar8252]

Pls make videos on checks like beam-column capacity ratio,column beam capacity ratio,column PMM interaction

[@civilconst]

Sure brother

[@rupeshkumarpajiyar8252]

Nice content daju

[@civilconst]

Thanks bro

[@rambinaydas]

Sir spacing provided ma min(100) use garnu vaxa but beam ko case ma 125. Please vanidinu sir

[@luispenarroyo6455]

should i get the sum of major and minor shear in column to deisgn stirrups or should i choose whichever is higher among the 2? thanks in advance for your answer.

[@adityasukare07]

You have to choose whatever highest is highest among the 2.

[@Engrwaleed555]

Please provide link to this excel sheet.

[@sajidking2455]

Sir how we calculate the area of steel that provides in case of extra (diamond) types of stripes

[@civilconst]

Considering number of legs.

[@MR-fu5xb]

Sir need this excel file please help

[@civilgameroom8427]

Can u provide excel design file

[@bibekkhatri3706]

can shear reinforcement size be greater in beam than column??

[@civilconst]

Shear reinforcement in terms of stirrups not possible as bending of such bar will be difficult

[@bibekkhatri3706]

@@civilconst i mean greater than size of ties in column!!

[@civilconst]

@@bibekkhatri3706 Ofcourse it can be as ties in column are mainly for holding main bars while in beam they are provided as shear rebars.

[@sujanjoshi54]

J24- provided shear rebar???
J25-ok ???

[@civilconst]

?????????

[@sujanjoshi54]

Excell sheet ko cell no J24 ie provided shear rebar nikale bujhena