Tutorial_8 : Implementing Accidental Torsional Eccentricity in Seismic Coefficient Method, IS 1893.

The video demonstrates applying accidental torsional eccentricity and other relevant details for seismic coefficient method as per IS 1893 :2016.

[@azmat_waseem]

Very Informative. Thank You...

[@shareqinamdar9211]

Thanks sir. Keep posting such videos for young structural engineers like me.

[@dr.manmohanmaniyar6985]

I will try my best

[@prabalkhakurel6901]

sir thank you , sir as in IS 1893 Part 1 , there’s two formula for design eccentricity ed= 1.5esi+0.05b or esi-0.05b ( whichever gives the most shear in frames as per code), now if we want to manually override the eccentricity in etabs , which formula shall we use among these above two ? We shall use the highest value of ed among the two which would obviously be 1.5esi+0.05b or shall we override and use both the eccentricity values defining the different load cases for the two different eccentricities?In this lecture , I think you have chosen the one with highest value of Ed, also sir , while overriding eccentricity , will this also include the static eccentricity? Or shall we substract the static eccentricity before giving the value ?

[@dr.manmohanmaniyar6985]

Dear All,
I am pleased to announce the course as mentioned in tutorial 10. The course will cover all the topics mentioned in the video through a series of lectures. Live lectures will be delivered every Saturday for 1 hour between 5:00 pm to 6:00 pm ( 10 lectures). Video link of recorded training will also be shared in next 2-3 days after the lectures. Q&A session will be conducted in the 10th lecture. A certificate will be issued on completion of the course. Fees for this cource will be INR 20000/-. +3600/- GST. ( Total fees INR 23600/-) Fees to be deposited in advance in bank account as mentioned below :
Manmohan Maniyar
ICICI current bank account No. 001905004904
IFSC Code ICIC0000019
Please email details of bank transfer to [e-mail]
First lecture will start on 11 September 2021.

[@barjeshkumar4241]

As we got two design eccentricity values at each floor level so which value should we use
Or we have to use both values one by one and then go for critical case?
I am talking about values of design eccentricity which we extract from centre of mass and stiffness table for each particular floor level

[@Darshit_7]

Thanks sir, for sharing the knowledge

[@dr.manmohanmaniyar6985]

So nice of you

[@gobindachandrapradhan6654]

Thank you sir for your video..sir can u make one video on wind dynamic load and excel sheet latest code and older code 1987 comparison video

[@manjumanjunath2761]

Thanks for videos sir, please let us know about second order p delta effect. Under what circumstances we have to consider and how to define in etabs.

[@dr.manmohanmaniyar6985]

Sure, will publish a tutorial on it.

[@ChinTanLimbani]

How to incorporate in RSA case?

[@dr.manmohanmaniyar6985]

The videos show it. However, for clarity will share another video exclusively for implementing RSA cases.