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  Topic: Analysis & Design of Highrise Buiding Using STAAD.Pro &a
kamalidse

Replies: 11
Views: 8771

PostForum: SEFI General Discussion   Posted: Sat Sep 12, 2015 11:29 am   Subject: Analysis & Design of Highrise Buiding Using STAAD.Pro &a
Dear Sayyad
In such cases
Column dimension for members no change.
In case of beam , as cantilever in your case
If length away from column face is 2m.Then your C/C dimension is 3 m.(Node 1 at cent ...
  Topic: Provn of Single Pile as foundation
kamalidse

Replies: 1
Views: 2696

PostForum: Speak Out Box   Posted: Fri Aug 21, 2015 5:07 am   Subject: Provn of Single Pile as foundation
Dear Sir
One of our site being located in Seismic Zone V and soil prone to Liquefaction up to a depth of 6 m,we have to provide pile foundation even for single storey buildings.
Usually Single pile ...
  Topic: Things to remember while checking EQ resistant design
kamalidse

Replies: 1
Views: 1040

PostForum: SEFI General Discussion   Posted: Sat Nov 22, 2014 7:35 am   Subject: Re: Things to remember while checking EQ resistant design
Dear SEFIns,

I have to check the earthquake resistant design of buildings. therefore, i want to know what types of checking i should perform? Especially for computer modeling analysis and design.
...
  Topic: Column ties arrangements
kamalidse

Replies: 21
Views: 11268

PostForum: SEFI General Discussion   Posted: Fri Jul 05, 2013 5:10 am   Subject: Column ties arrangements
The minimum dimension of column member is governed by the Clause 7.1.2 of IS 13920:1993.If your frame meets the requirement its OK.
However the width also governs the special confining reinforcement ...
  Topic: Regarding the seismic considerations for UG structures
kamalidse

Replies: 14
Views: 5558

PostForum: SEFI General Discussion   Posted: Thu May 02, 2013 4:10 pm   Subject: Regarding the seismic considerations for UG structures
Dear Kulbhushan In this case the retaining wall shall not be considered for resisting the earthquake forces.
If at all any structural members resting on the wall wall that should be considered simply ...
  Topic: Cracks in slab
kamalidse

Replies: 38
Views: 14100

PostForum: SEFI General Discussion   Posted: Sat Mar 30, 2013 6:56 am   Subject: Cracks in slab
DearIn that case "dead man weight" concept shall be used for coner footing
pl refer reynold book


On Thu, Mar 28, 2013 at 4:53 PM, ibarua <forum@sefindia.org ( 25th March 2013

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