Structural Engineers Forum of India

Hello Engineer Gentle reminder for upcoming Short-Term (online) Training Programme on Selected

Hello Engineer Gentle reminder for upcoming webinar on Pushover Analysis of RCC Buildings by Prof. (

Hello Engineer We are writing to you as there are two upcoming online continued learning / skill

Hello & Greetings! Structural Engineering Forum of India, - ( SEFI ) , is happy to announce a

Dear Er. sefi-garchive-37487 (sefi-garc...@googlegroups.com) Greetings ! Codes of Practice-

Hi Ayman, Your Facebook password was changed on Monday, April 20, 2015 at 10:15pm (UTC+03). Operating

Hi Ayman, Your Facebook password was changed on Wednesday, April 8, 2015 at 10:26pm (UTC+03).

facebook 2713 people like this Check out Structural Engineering Forum of India Hi, Structural

Dear Mr. Roy, You have to analyse pile & pile cap separately in staad. For pile, 1) First

very well said indeed! we must refrain from getting into a structural mess on account of certain

Hi Gandhi, When water evaporates from the surface of freshly placed concrete, faster than it is

Thank you Prof. Arc, Subramanian Sir & Others for comments “There is a clause 7.10.3 (which I

Hi some times ago the discussion was going on about some confusion about lateral drift criteria in

Well, it may not be the right thing to do having released the moment on top; as theoretically the top

Dear Sarfaraz, Yes, why not? If concrete section of the hollow block at interface of shear connector

IN GOD WE TRUST PARDON,PROTECT & HELP US LORD GOD, GIVE US THE WISDOM TO UNDERSTAND YOUR WAY OF

Dear Anuj,Thanks for your reply, sorry but I didnt get the point clearly? If Im not mistaken is it

IN GOD WE TRUST PARDON,PROTECT & HELP US LORD GOD, GIVE US THE WISDOM TO UNDERSTAND YOUR WAY OF

You should include mass moment of inertia also. your statement that (obviously machine cannot be

IN GOD WE TRUST PARDON,PROTECT & HELP US LORD GOD, GIVE US THE WISDOM TO UNDERSTAND YOUR WAY OF

IN GOD WE TRUST PARDON,PROTECT & HELP US LORD GOD, GIVE US THE WISDOM TO UNDERSTAND YOUR WAY OF

I see a lot of postings trying to explain various factors, one such being "1.5" One has to

Dear Mr. Thensenamar, You may refer to the following books: 1. Davies, JM, and Brown, BA, Plastic

Grid slabs can be designed like two way slab by factors as per IS 456. I am a structural designer in

Dear Mr. Anil C. Kadbhane, Isn't it supposed to be a trade secret especially since they have

P-Delta is second order analysis which is applicable to the geometrical non-linear systems. In this,

Hi Yogesh, Though I am not an expert in the intricacies of coupled analysis, pl. consider the

Dear Natarajan In your reply on grid floor & ribbed slab and waffle slab floors you have

I suggest you should read and follow IS1893 which clearly spells out the seismic zoning as well as

Hello JS, Any Drawing File in Etabs will always be saved as edb file,In flie menu in Etabs after