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  Topic: ETABS 2015- Example with step by step Procedure
olavocarvalho

Replies: 149
Views: 72283

PostForum: SEFI General Discussion   Posted: Mon Sep 18, 2017 5:58 am   Subject: Re: ETABS 2015- Example with step by step Procedure
Dear SAFIANS,
Very long back I have published ETABS examples in 9.7.4 version in this forum which is now out dated. Now ETABS 2016 have many advancedment and many of the menus and screens are changed ...
  Topic: EXCEL programs for civil engineers
olavocarvalho

Replies: 143
Views: 94840

PostForum: SEFI General Discussion   Posted: Fri Feb 21, 2014 4:32 am   Subject: Re: EXCEL programs for civil engineers
Please send the worksheets to: ajayapc@yahoo.com
Thanks
ac


Dear All,
I have developed a excel sheet for getting the reinforcement details of columns from staad output.
Please check the file ...
  Topic: Reinforcement of beams passing through columns
olavocarvalho

Replies: 18
Views: 20666

PostForum: SEFI General Discussion   Posted: Fri Jun 15, 2012 1:57 pm   Subject: Reinforcement of beams passing through columns
Hi,    For any large span structure,(like institutional buildings) we need to have the
Beam/Column width of minimum 33 cms.
We have been maintaining 4 cm clear cover on one side of the column and ...
  Topic: Seismic coeficients
olavocarvalho

Replies: 0
Views: 980

PostForum: SEFI General Discussion   Posted: Sat Mar 03, 2012 4:40 am   Subject: Seismic coeficients
Dear Friends,
I am designing a building in
Wellington, Ooty hill station.
The closest location is Coimbatore.
Can I use the seismic and wind coefficient /zone of Coimbatore.
Thanks in adva ...
  Topic: Stain Removal from Vitrified Flooring.
olavocarvalho

Replies: 5
Views: 7142

PostForum: SEFI General Discussion   Posted: Wed Jan 18, 2012 6:21 am   Subject: Stain Removal from Vitrified Flooring.
Dear Mr. Desai,† † † † † † † † † † † †Please contact any reputed cleaning agency in your locality. They would easily settle this issue. Agencies involved with hotel cleaning normally have products ava ...
  Topic: Self standing Lift Shaft
olavocarvalho

Replies: 2
Views: 1239

PostForum: SEFI General Discussion   Posted: Fri Nov 18, 2011 1:30 pm   Subject: Self standing Lift Shaft
Hi All,


Your message goes here I have to design a lift tower for an existing building. The boundary of the plot from the outer edge of lift tower is about 35 cms. The height of lift is about 17 m ...
  Topic: Consider which support Moment From STAAD ?
olavocarvalho

Replies: 21
Views: 13593

PostForum: SEFI General Discussion   Posted: Fri Sep 23, 2011 1:43 pm   Subject: Consider which support Moment From STAAD ?
Dear Eng Subramanium Sir,†† † † † † † † † † † † † † † † † † † † † † Since there would be a reduction in support moment value†
at face of column,There would be an increase†in†mid-span†moment to that e ...
  Topic: Consider which support Moment From STAAD ?
olavocarvalho

Replies: 21
Views: 13593

PostForum: SEFI General Discussion   Posted: Wed Sep 21, 2011 2:36 pm   Subject: Consider which support Moment From STAAD ?
Hi Ayan,† † † † † † †we assume a knife edge while we analyse a structure.
We provide a wide column to support our beams.
We could definitely carry out†a redistribution of moments due to
†size of co ...
  Topic: your 2nd no point
olavocarvalho

Replies: 6
Views: 2773

PostForum: SEFI General Discussion   Posted: Wed Jun 08, 2011 1:38 pm   Subject: your 2nd no point
Hi,†† † Assuming that the footings are isolated, and top reinforcement is not provided,
they would crack at the neck formed by the slopping edge of the†trapezoidal†footings.
Hence would act as isola ...
  Topic: VARIATION IN COMPRESSIVE STRENGTH OF CONCRETE AFTER CASTING
olavocarvalho

Replies: 11
Views: 7946

PostForum: SEFI General Discussion   Posted: Thu May 26, 2011 8:30 am   Subject: VARIATION IN COMPRESSIVE STRENGTH OF CONCRETE AFTER CASTING
Dear Sefian,† † † † † † † † † I think the simplest solution is to provide a wide pedestal at the beam column junction.
This will be possible if you have not cast the columns.
By this, the moments in ...
 
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