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Author Message
  Topic: Base pressure analysis of isolated footing
fazilat.zaidi

Replies: 5
Views: 4348

PostForum: SEFI General Discussion   Posted: Wed Jan 08, 2014 3:20 am   Subject: Base pressure analysis of isolated footing
Dear Friend,

Attached files is not working in case of uplift force..
  Topic: Design of Irrigation structures
fazilat.zaidi

Replies: 2
Views: 1757

PostForum: SEFI General Discussion   Posted: Wed Jan 08, 2014 3:11 am   Subject: Re: Design of Irrigation structures
Dear Friend,

WSM or LSM Both method can be adopted for design,
But ensure crack width while design with LSM.

Regards,
Fazilat Md. Zaidi
Structural Engineer
  Topic: Von Mises Stress
fazilat.zaidi

Replies: 5
Views: 2970

PostForum: SEFI General Discussion   Posted: Fri Sep 06, 2013 8:50 am   Subject: Von Mises Stress
Dear Friend,

Both are different checks, a member as to satisfy stress as well as buckling limits. It may happen that section will buckle before reaching its reserve stress capacity,

Senior may c ...
  Topic: EL and WL doenst occur simultaneously
fazilat.zaidi

Replies: 37
Views: 14298

PostForum: SEFI General Discussion   Posted: Mon Apr 22, 2013 4:37 am   Subject: Re: EL and WL doenst occur simultaneously
Dear Sir,

We would also like to know that while designing Pipe rack Steel structures we have to combine the Friction, Anchor, Temp Loads with Wind Or EQ....



Regards,
Fazilat





Dear ...
  Topic: P-DELTA ANALYSIS in staddpro
fazilat.zaidi

Replies: 3
Views: 5563

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Wed Jul 20, 2011 11:52 am   Subject: Re: P-DELTA ANALYSIS in staddpro
Just givig P-Delta analysis commands in analysis...

Click On "Analysis/print" in left tab then click on "P-Delta" Provide no of iterations & type of analysis ie. static etc. ...
  Topic: R.C.C. Chimney
fazilat.zaidi

Replies: 1
Views: 3098

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Wed Jul 20, 2011 11:43 am   Subject: Re: R.C.C. Chimney
It can be 1.5 meters to 2 meters.....

Fazilat Md. Zaidi
  Topic: Wind Load (Dynamic Analysis)
fazilat.zaidi

Replies: 1
Views: 2998

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Tue Apr 26, 2011 5:19 am   Subject: Wind Load (Dynamic Analysis)
How to carry out dynamic analysis for 60 mt high triangular tower.


Thanks & Regards
Fazilat Md. Zaidi
Structural Engineer
  Topic: Staad Pro-2007 Designs as per IS 800/2007 or IS 800/1984
fazilat.zaidi

Replies: 4
Views: 5528

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Tue Apr 26, 2011 5:09 am   Subject: Re: Staad Pro-2007 Designs as per IS 800/2007 or IS 800/1984
Dear Friend,

Staad 2007 is not capable of designing as per IS-800-2007.

Staad pro V8i had a provisions for IS-800-2007, but result obtained from is not satisfactory,

I would suggest plz go f ...
 
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