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  Topic: Low ultimate tensile strength - impact on performance
rayeesnaqashbandi

Replies: 5
Views: 1835

PostForum: SEFI General Discussion   Posted: Thu Jun 28, 2018 12:30 am   Subject: Low ultimate tensile strength - impact on performance
Dear all
My suggestion is go for redesigning of same structure with the tested value of tensile strength instead of prescribed one


RAYEES NABI NAQASHBANDI
Chartered Engineer
M Tech (Structural ...
  Topic: How to retrofit a beamless slab?
rayeesnaqashbandi

Replies: 22
Views: 9020

PostForum: SEFI General Discussion   Posted: Fri Feb 26, 2016 3:00 pm   Subject: How to retrofit a beamless slab?
This is not the solution On 26 Feb 2016 15:13, "str.engr" <forum@sefindia.org ( Dear SEFIans,

The structural engineer has forgotten to put negative steel (top steel) in column strip ...
  Topic: IS 13920
rayeesnaqashbandi

Replies: 0
Views: 876

PostForum: SEFI General Discussion   Posted: Mon Apr 07, 2014 3:12 am   Subject: IS 13920
Dear All
 
It is time and again informed to all particularly to BIS personals that there should be the following combination also in the relevant code of IS 1893 2002, IS 4326 IS 875.
I face thrice ...
  Topic: Attention Please
rayeesnaqashbandi

Replies: 0
Views: 3500

PostForum: SEFI General Discussion   Posted: Fri Feb 07, 2014 10:27 am   Subject: Attention Please
I have a knowledge that we can not have a combination of Wind Load and Snow Load.
But 2 years ago I was working in Auli Hill Station in Uttrakhand and we faced the difficulty in construction activity ...
 
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