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Author Message
  Topic: Foundation analysis using multi linear spring
PSRaju

Replies: 1
Views: 1922

PostForum: SEFI General Discussion   Posted: Fri Apr 29, 2016 9:45 am   Subject: Foundation analysis using multi linear spring
Dear Ganesh,

Could you please upload the corrected file

thanks & regards
Raju
  Topic: Proposed REVISION OF IS:456-2000- Inviting Comments
PSRaju

Replies: 158
Views: 100225

PostForum: SEFI General Discussion   Posted: Wed Apr 20, 2016 10:20 am   Subject: Proposed REVISION OF IS:456-2000- Inviting Comments
Dear All,

For beams the minimum diameter of bars shall be specified as mentioned for columns.
I observed that some consultants are proposing 8mm dia for beams as top hanger bars at mid span (Span ...
  Topic: Wind loading standard IS 875 (Part 3) 2015
PSRaju

Replies: 2
Views: 2705

PostForum: SEFI General Discussion   Posted: Tue Apr 19, 2016 10:41 am   Subject: Wind loading standard IS 875 (Part 3) 2015
Dear Ganesh

Is the new code (2015) released and available in the market

regards
Raju
  Topic: Design a Large Building WITHOUT expansion Joint
PSRaju

Replies: 20
Views: 21071

PostForum: SEFI General Discussion   Posted: Tue Jun 09, 2015 7:07 am   Subject: Re: Design a Large Building WITHOUT expansion Joint
Dear Umesh rao sir,

I did not understand how 8400 sq.mm steel is required for 4600kN tension.

Is the required area of steel for top is 8400sq.mm and bottom is 8400 sq.mm (Total 16800 sq ...
  Topic: Difference in Bending Moment Values in STAAD PRO
PSRaju

Replies: 5
Views: 6202

PostForum: SEFI General Discussion   Posted: Mon Sep 17, 2012 6:14 am   Subject: Difference in Bending Moment Values in STAAD PRO
Dear Er. Bijay sarkar,

Thank You for your reply elaborating the basics of STAAD.

As you pointed out the maximum Bending Moments displayed in STAAD Post Processing for envelope is not correct. ...
  Topic: Difference in Bending Moment Values in STAAD PRO
PSRaju

Replies: 5
Views: 6202

PostForum: SEFI General Discussion   Posted: Fri Sep 14, 2012 9:44 am   Subject: Difference in Bending Moment Values in STAAD PRO
Dear All,

In Staad Pro it is observed that there is some variation in display of Maximum span bending moment. In Post processing the maximum span BM for Beam 4 is indicated as -7192.7 kNm. When I ...
  Topic: NEED TUTORIALS FOR ANALYSIS AND DESIGN OF MULTISTORY BUILDI
PSRaju

Replies: 34
Views: 30420

PostForum: SEFI General Discussion   Posted: Tue Jan 24, 2012 6:59 am   Subject: Re: Example of design of RCC control room building using Sta
Dear Er. Rajan,

Could you pl. send a copy to I have one complete example of design of typical calculation of Control room building using Staad Pro analysis. Due to space constraint, I can not ...
  Topic: Minimum no. of piles under columns
PSRaju

Replies: 12
Views: 13597

PostForum: SEFI General Discussion   Posted: Wed Dec 21, 2011 6:12 am   Subject: Re: Minimum no. of piles under columns
If the design is performed with support condition of column as hinged, during execution at site it is practically difficult to provide hinged base at Pile Cap for RCC columns. As suggested by the exp ...
  Topic: Gem of Structural Engineering (Prof. P.C.Varghese)
PSRaju

Replies: 11
Views: 19819

PostForum: Engineering Marvels   Posted: Tue Aug 02, 2011 6:21 am   Subject: Re: Gem of Structural Engineering (Prof. P.C.Varghese)

[COLOR=#494429]Er. V. G. Abhyankar, [/COLOR]
[COLOR=#494429][FONT=Times New Roman][SIZE=2]स्थापत्य तथा वास् ...
  Topic: COMBINE FOOTING
PSRaju

Replies: 7
Views: 9945

PostForum: SEFI General Discussion   Posted: Mon Jul 11, 2011 8:23 am   Subject: Re: combined footing
Dear Er Makesh Kumar ,

The following method is being adopted by our organisation.

CG is to be worked out for DL+LL case as Wind and Earth quake loads are rare load cases. The extra moment due ...
 
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