Author |
Message |
Topic: Stresses and Reinforcement around opening |
er_zaheer
Replies: 1
Views: 2447
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Forum: SEFI General Discussion Posted: Tue Dec 14, 2010 11:12 am Subject: Stresses and Reinforcement around opening |
Dear Sefians,
How to calculate stressess and reinforcement around an opening in a flat slab system.
Thanks in advance.
Regards,
Zaheer Ahmed |
Topic: Time period of a structure for wind load |
er_zaheer
Replies: 3
Views: 5936
|
Forum: SEFI General Discussion Posted: Tue Nov 09, 2010 11:05 am Subject: Time period of a structure for wind load |
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 |
Topic: Time period of a structure for wind load |
er_zaheer
Replies: 3
Views: 5936
|
Forum: SEFI General Discussion Posted: Tue Nov 09, 2010 8:32 am Subject: Time period of a structure for wind load |
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".
... |
Topic: Reinforcement detailing requirements for Frame Systems |
er_zaheer
Replies: 0
Views: 2846
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Forum: SEFI General Discussion Posted: Tue Nov 09, 2010 7:37 am Subject: Reinforcement detailing requirements for Frame Systems |
Dear Sefians,
I would like to know the reinforcement detailing techniques / requirements for the following Frame Systems. As per ASCE 7, UBC and other building codes the framing system for seismic ... |
Topic: MODELLING MACHINE FOUNDATION IN STAAD |
er_zaheer
Replies: 53
Views: 61468
|
Forum: SEFI General Discussion Posted: Wed Jul 21, 2010 7:26 am Subject: MODELLING MACHINE FOUNDATION IN STAAD |
Dear Mr. Adhikari,
Pls, also send me [EMAIL]er_zaheer@yahoo.co.in[/EMAIL]
Many Thanks,
Zaheer |
Topic: Cable Modelling inSAP-2000 |
er_zaheer
Replies: 9
Views: 12221
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Forum: SEFI General Discussion Posted: Wed Feb 03, 2010 9:08 am Subject: Cable Modelling inSAP-2000 |
Hi Er. Dhaval,
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 ... |
Topic: Design of RC suspended floor by steel hanger |
er_zaheer
Replies: 9
Views: 9140
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Forum: SEFI General Discussion Posted: Sun Jan 31, 2010 5:07 am Subject: Design of RC suspended floor by steel hanger |
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 ... |
Topic: Design of RC suspended floor by steel hanger |
er_zaheer
Replies: 9
Views: 9140
|
Forum: SEFI General Discussion Posted: Sat Jan 30, 2010 8:11 am Subject: Design of RC suspended floor by steel hanger |
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 ... |
Topic: Foundation on deep backfill |
er_zaheer
Replies: 16
Views: 12177
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Forum: SEFI General Discussion Posted: Thu Jan 07, 2010 11:36 am Subject: Foundation on deep backfill |
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 ... |
Topic: Foundation on deep backfill |
er_zaheer
Replies: 16
Views: 12177
|
Forum: SEFI General Discussion Posted: Mon Jan 04, 2010 1:35 pm Subject: Foundation on deep backfill |
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,
... |
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