CSI ETABS - 22 Shear Wall design with Simplified C & T, Uniform Reinforcing & General Reinforcing

[@civilmdc]

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[@rebellischercherub849]

thanks. some of those details need adjustments in boundary elements 25:45

[@muhammadsajidaslam1328]

Best videos .... U have done great work.

[@civilmdc]

Thanks Bro.

[@Engr_Zeeshan]

Please guide sir, what does this top and bottom reinforcement means i n a wall. should we select the max out of the two, or top means one face of the wall and bottom means the other face of the wall. please guide. also in lift wall we see 4 times the flexural reinforcement and also in spandrels we have left and right top and bottom. how we detail these??

[@starttobestar5535]

thank you very much, which version you used please?

[@BashirAhmed-jo4zq]

Thanks for the efforts you made. Pls Keep it up.

[@indranilbal9507]

Is the the total longitudinal rebar area for that wall?

[@xanzem]

You have rhe same value in all 4 slots of C limit = 1111.1. I'm getting different values. Why does that happens?

[@suciprastiwi4679]

Sir, when you assign the columns for the boundary area, is the stiffness analysis of the structure right? because there are 2 elements (column and wall) in the same node?

[@civilmdc]

It is right.
Software automatically take column as boundary element

[@suciprastiwi4679]

Engineering World Do you have some strong references to prove it, sir? I tried to assign the boundary with column and manual using section designer and it comes up with different periods and of course the cumulative mass of the structure.

[@palashjain5318]

when to use C&T reinforcing and where to use Uniform reinforcing section?? or are you just teaching how to give software commands?

[@hanaberhe1015]

THANKS SIR IT'S REALY HELPFULL.

[@civilmdc]

Welcome

[@frsaj7396]

please make video about doubly reinforced beam design in etabs

[@muhammadqasim2342]

Very helpful Lecture Thanks Sir

[@murugesanvaiyapuri5875]

How to give Load combination

[@civilmdc]

Here is the full course link on CSI ETABS
th-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
See the lecture on load combination

[@syedkhaja100]

Assalawalaikum sir. In this wall design as uniform reinforcing what reinforcement is ratio . it has to be less than 4% and 6%. if exceed it fails. plz advise me

[@orlandopinto7090]

Ese diseño con distribucion uniforme no tiene ductilidad...se debe concentrar los aceros en los dos cantos del muro

[@ahasanahmed7099]

thank u very much sir.

[@icsaar99]

nice

[@vcveasna348]

Sir pls show moment diagram

[@cameronvan6875]

❤👍🙏

[@sairammudumba2164]

Bending smf is 0.1 not 0.7