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

  Рет қаралды 30,933

Engineering World

Engineering World

4 жыл бұрын

Three method of Shear Wall design , Simplified C & T design, Uniform Reinforcing & General Reinforcing in detail.
Book Link
Structural Concrete Theory and Design 6th Edition By M. Nadim Hassoun & Akthem Al-Manaseer
Download: civilmdc.com/2020/03/12/struc...
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Пікірлер: 27
@civilmdc
@civilmdc 4 жыл бұрын
To make a RELATIONSHIP, Don't forget to press the subscribe button with bell icon to get the latest notifications. My channel :) kzfaq.info/love/w9kSuR1bTFBmaMEyD_DXvQ
@rebellischercherub849
@rebellischercherub849 2 ай бұрын
thanks. some of those details need adjustments in boundary elements 25:45
@BashirAhmed-jo4zq
@BashirAhmed-jo4zq 3 жыл бұрын
Thanks for the efforts you made. Pls Keep it up.
@muhammadqasim2342
@muhammadqasim2342 3 жыл бұрын
Very helpful Lecture Thanks Sir
@ahasanahmed7099
@ahasanahmed7099 4 жыл бұрын
thank u very much sir.
@muhammadsajidaslam1328
@muhammadsajidaslam1328 4 жыл бұрын
Best videos .... U have done great work.
@civilmdc
@civilmdc 4 жыл бұрын
Thanks Bro.
@hanaberhe1015
@hanaberhe1015 4 жыл бұрын
THANKS SIR IT'S REALY HELPFULL.
@civilmdc
@civilmdc 4 жыл бұрын
Welcome
@cameronvan6875
@cameronvan6875 11 ай бұрын
❤👍🙏
@icsaar99
@icsaar99 Жыл бұрын
nice
@frsaj7396
@frsaj7396 4 жыл бұрын
please make video about doubly reinforced beam design in etabs
@starttobestar5535
@starttobestar5535 Жыл бұрын
thank you very much, which version you used please?
@suciprastiwi4679
@suciprastiwi4679 3 жыл бұрын
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
@civilmdc 3 жыл бұрын
It is right. Software automatically take column as boundary element
@suciprastiwi4679
@suciprastiwi4679 3 жыл бұрын
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.
@Engr_Zeeshan
@Engr_Zeeshan Жыл бұрын
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??
@syedkhaja100
@syedkhaja100 4 жыл бұрын
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
@orlandopinto7090 Жыл бұрын
Ese diseño con distribucion uniforme no tiene ductilidad...se debe concentrar los aceros en los dos cantos del muro
@xanzem
@xanzem 3 жыл бұрын
You have rhe same value in all 4 slots of C limit = 1111.1. I'm getting different values. Why does that happens?
@indranilbal9507
@indranilbal9507 Жыл бұрын
Is the the total longitudinal rebar area for that wall?
@palashjain5318
@palashjain5318 3 жыл бұрын
when to use C&T reinforcing and where to use Uniform reinforcing section?? or are you just teaching how to give software commands?
@murugesanvaiyapuri5875
@murugesanvaiyapuri5875 2 жыл бұрын
How to give Load combination
@civilmdc
@civilmdc 2 жыл бұрын
Here is the full course link on CSI ETABS kzfaq.info/sun/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c See the lecture on load combination
@vcveasna348
@vcveasna348 Жыл бұрын
Sir pls show moment diagram
@sairammudumba2164
@sairammudumba2164 4 жыл бұрын
Bending smf is 0.1 not 0.7
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