STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Dear Sefians,

How to calculate stressess and reinforcement around an opening in a flat slab system.

Thanks in advance.

Regards,
Zaheer Ahmed

Dear Mr Sukanata,

Thank you very much for your reply.
I would be great help if you answer other half of my question.

Thanks,
Zaheer Ahmed

Dear Sefians,

Analysis for the tall buildings and other irregular structures, all the buiolding codes recommend to perform dynamic analysis for wind load as well like "wind tunnel".

...

Dear Sefians,

我想知道reinforcement detailing techniques / requirements for the following Frame Systems. As per ASCE 7, UBC and other building codes the framing system for seismic ...

Dear Mr. Adhikari,

Pls, also send me [EMAIL]er_zaheer@yahoo.co.in[/EMAIL]

Many Thanks,
Zaheer

嗨,嗯。达瓦,

I am still waiting for your manual calculations which I aske long back to compare the SAP results.

I only help you, if I have been provided all the inforamtion related to your th ...

Thanks a lot all for your thoughts and suggestions.

Mr.Barua,

Fortunately the site is in non-seismic zone.

I am bother about the connection as the whole structure is depend on the connections ...

Dear Sefians,

I am reviewing a design of multistorey rc shearwall-frame building having flat slab. Where in due to arch'l requirements the original designer has proposed suspended floors by steel p ...

Dear All,

I sincerely exyend my thanks to all eminent sefians who come forward to help and shared their experience and knowledge.
Also i hold discussion here with geotech consultants pertain to th ...

Dear Eng. Suraj Singh,

Your assumption is not correct, the site is having loose dumped material that will be removed and the whole area will be backfilled upto ground level.

Dear Eng. Vivek,

...