ETABS Tutorial (9. Design of Slab using ETABS, Excel sheet Theory Explained)
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- เผยแพร่เมื่อ 27 พ.ค. 2018
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This is useful tutorial.Pl further explain by drawing fig, M11 and M22 in slab moments and how reinforcement (along x or Y axis will be provided.
thank u for u nice and well explanation for all video for sure it is
helpfully for beginner and anther one need to know how it work . for
sure thanks .
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Thank you sir
Super sir
Hi sir, am from Edappally,Vattekunnam, and wish to meet you.
Pl demonstrate a tutorial of exporting base reaction from etab in to safe and designing a mat footing.
Also I am looking forward to join your online workshop but let me know what extra information and knowledge your videos will conten than what you have shared on youtube! are they made detailed and cover extra topics too?? please reply
The videos wil be the same. But you wil get the extra all the materials required for doing the same work by yourself. The materials you wil be gettin is described in the registration page of online workshop. Moreover you will become a part of Shaan Consultants and Builders. And will have lifetime access to other contents and tutorials and materials which will be prepared in due course of time.
sir plz reply , while design it without (span length) , is it for complete slab or some portion assume ,reply plz
Complete slab within the 4 beams .
thanks a lot
You Welcome
Hey can you send all Excel sheets plz .
sir can u make tutorial on building estimations
Efforts appreciated.
Sir you haven't took any considerations regarding one way/two way slab discrimination. So is the slab designed as one way or two way?? Also are the reinforcements in slab to be provided as bent up bars, if so then both side/Alternate B/up bars?? These details also needs to be provided i think.
How to enroll for your online certification course.
Thank you.
Great content.
2 way and one way, u need to consider while u calculating BM by manual calculations. But here we find the BM using etabs analysis. So the BM finding is called analysis. Whether done by manual calculations or by software.
So once we model our building, the system calculats the BM by FEM analysis in etabs and gives BM value. We just need to give the steel required for the obtained BM value.
Bend up bars and all is provided. Because we need less steel near at bottom near ends when compared to centre of slab. As at centre sagging comes so steel at bottom needed more. And at ends hogging moment comes so more steel at top.
So to avoid wastage of steel we bend to steel near ends to bring the steel to top face so it can be effective in taking the sagging moment. And also we need to provide less extra steel on top.
@@fitwithshaik Thank you for your response and clearing the concept.
Sir it would be great if you provide/teach how do we practically model sunk slabs( for toilet, balcony often provided) in etabs. Also sir you had not modeled staircase slab and staircase mid landing slab, mid landing beam etc. A tutorial covering full fledge design of a residential building /bungalow (G+1, G+2) would be great.
Thank you. Your sincerity towards the subscribers is highly appreciated and valued.
@@fitwithshaik Also i feel in your previous tutorials, while defining materials you just forget to change the properties /value. As such fck, fy (for steel and concrete). Also while defining section properties as such for beams and columns, i think we forget to define its fixities as ( to specify a member whether to be designed as beam, design as column etc. ) Also is it okay to not apply earthquake loads as per IS code provisions for G+2, G+1 structures or is it mandatary.
I am really sorry for hell lot of questions and queries. But a bit of confusion that ruins the whole task so i find it better to discuss rather skipping it.
Sorry if i disturbed /troubled you.
I hav one doubt...which is best software SAFE& ETAB for slab & footing..totally i m confused
Haven't used safe. But I am sure that, etabs is one of the best of analysis and design of Buildings.
Sir why u haven't consider eq load combo in slab ??
By eq, do you mean earthquake load?
Is it necessary to design column before beams or you can design beams before column?
It can be done either ways. No issues.
Please share excel sheet in description box. It will be helpful for all
You can follow the link in description section of the video to download all the excel sheets and cad files. Its all available for free.
sir can i have a copy of your excel file for footings,column and beam?It will be a great help..tnx and more power to you.
Hey if you got these excel sheets please do forward to me also..
Column, Beam and Slab
pavankpawar@gmail.com
Pls send my mail id profession04@gmail.com
Hi bro, if u have excell sheets for all designs, kindly share to me ,
My mail id: vsvsakthi10@gmail.com
how to provide hogging reinceforcement in slab by excel sheet
The same way we calculate for sagging. U can calculate for hogging. Just give the Bending moment value. It doesn't matter whether it's sagging or hogging while calculating the reinforcement. Wat matters is how we give the reinforcement in actual construction, that is we give sagging reinforcement at bottom of slab. And for hogging at top of the slab.
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Sir not find one way slab or two slab why?
Sir I dint got Ur XL sheets.. plz send them soon
Mention ur mail id
Sir please send me the excel sheet Column, Beam and Slab
Ur email id plz