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Author Message
  Topic: Negligible Mass Participation in First mode
vipul939

Replies: 1
Views: 2089

PostForum: SEFI General Discussion   Posted: Mon Jan 12, 2015 6:42 am   Subject: Negligible Mass Participation in First mode
Dear Sefians,

Good query raised by Garima.....

Even I am also interested to know the answers from experts.

Thanks in advance....

Vipul Mehta
  Topic: Difference between column member and Shear wall......
vipul939

Replies: 3
Views: 5105

PostForum: New Members make Test Posts   Posted: Mon Nov 10, 2014 7:48 am   Subject: Difference between column member and Shear wall......
Dear Manunatha T L,

Still question arise in my mind is that the structure behaves on stiffness of member/element. I think that both member/element (i.e. for size having 12"x60") stiffness ...
  Topic: Difference between column member and Shear wall......
vipul939

Replies: 3
Views: 5105

PostForum: New Members make Test Posts   Posted: Sat Nov 08, 2014 11:01 am   Subject: Difference between column member and Shear wall......
Dear Sefians,

Wishing very happy new year to all,

I am using Staad and Etabs both for analysis as well design of structures.......

The thing that I want to know is that, In model we are makin ...
  Topic: Time Period for Non Building Stru...
vipul939

Replies: 3
Views: 2304

PostForum: SEFI General Discussion   Posted: Sat Sep 06, 2014 11:13 am   Subject: Time Period for Non Building Stru...
Dear Sir,

if you have such calculations of excel sheet, then please share with me....

Thanks

Vipul mehta
  Topic: Query regarding torsonial modes of vibration in a structure.
vipul939

Replies: 1
Views: 1224

PostForum: SEFI General Discussion   Posted: Sat Jul 12, 2014 6:29 am   Subject: Query regarding torsonial modes of vibration in a structure.
Dear Sir,

You can locate your shear wall as much as possible on periphery of building, so that it can give you large value of torsional rigidity which will be helpful to avoid such kind of torsiona ...
  Topic: Doubt about column beam junction
vipul939

Replies: 3
Views: 1939

PostForum: SEFI General Discussion   Posted: Wed Jul 02, 2014 7:03 am   Subject: Doubt about column beam junction
Dear Sir,

You can try the 300x1000 beams with partial release at ends to avoid column failure, and reinforced beam/column accordingly, As your column looks weak against stiffness of beam so try to ...
  Topic: liquid retaining structures!!!!!
vipul939

Replies: 194
Views: 117095

PostForum: SEFI General Discussion   Posted: Thu Jun 26, 2014 5:59 am   Subject: liquid retaining structures!!!!!
Dear Sir,

You can refer book by M L Gambhir for liquid retaining structure design.

It is good book with examples for almost all kind of concrete tanks.....

Thanks

Vipul Mehta
  Topic: Discontionuity of Expansion Joint
vipul939

Replies: 3
Views: 2050

PostForum: SEFI General Discussion   Posted: Sat Jun 14, 2014 5:35 am   Subject: Discontionuity of Expansion Joint
Dear Sir,


You need to run two parallel beam through out the joint to perform it well.

To avoid leakages you can water stopper or any other kind of material within joint itself.

Thanks

Vi ...
  Topic: Frame Stability
vipul939

Replies: 9
Views: 7403

PostForum: SEFI General Discussion   Posted: Sat May 17, 2014 5:36 am   Subject: Frame Stability
Dear Sir,

Either you have fixed upper nodes B & C or the lower nodes A & D to do analysis to achieve minimum stability of structure or to make it determinate. It is advisable to fixed lower ...
  Topic: Steel Tube Roof Trusses DESIGN
vipul939

Replies: 9
Views: 7098

PostForum: SEFI General Discussion   Posted: Sat Mar 08, 2014 7:44 am   Subject: Steel Tube Roof Trusses DESIGN
Dear All Sefians.....

My question is that if we use Light, Medium or heavy tubes. Which is having thickness of max 3.2mm. How can we provide welded joint for such structure when code suggest maximu ...
 
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