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Topic: STAAD ANALYSIS |
flowref
Replies: 5
Views: 1026
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Forum: SEFI General Discussion Posted: Sun Jun 16, 2024 12:30 pm Subject: STAAD ANALYSIS |
Dear Mr Jatav
In your Staad Model , you have not used the Command to calculate "Reaction Force " . You should use your Load Combination 134 ( LL+DL ) and perform "REaction Load &quo ... |
Topic: STAAD ANALYSIS |
flowref
Replies: 5
Views: 1026
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Forum: SEFI General Discussion Posted: Sun Jun 16, 2024 12:30 pm Subject: STAAD ANALYSIS |
Dear Mr Jatav
It is clear that Pile Caps will bear the Thrust of Columns and Piles will bear the Thrust of Pile Caps .
For above , it is important to calculate Column Reaction . For this , ... |
Topic: Workshop 83: Revision of IS 1893 Parts-1 & 2 and IS 16700: Methodological Changes in Seismic Design of Buildings |
flowref
Replies: 1
Views: 4606
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Forum: SEFI General Discussion Posted: Sat Mar 30, 2024 4:30 am Subject: Workshop 83: Revision of IS 1893 Parts-1 & 2 and IS 16700: Methodological Changes in Seismic Design of Buildings |
Dear All
Related to this Workshop , is any materials literature available ?
Pls share
Bajaj A K
On Wed, 25 Oct 2023 at 09:25, admin <forum@sefindia.org ( Download Attachm ... |
Topic: Econf for RERA |
flowref
Replies: 124
Views: 129383
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Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Mon May 22, 2017 10:53 am Subject: Econf for RERA |
What is the way to cure columns of high rise building? Will coating on columns suffice?
A k Bajaj
Builder
Roorkee
On May 21, 2017 10:32 PM, "francis chacko" <forum@sefindia.org ... |
Topic: Econf for RERA |
flowref
Replies: 124
Views: 129383
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Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Fri May 19, 2017 3:50 pm Subject: Econf for RERA |
Madam What I had meant was that a Builder after Reda has more reasons to cry than a structural engineer. Further , I believe after Reda , payment to structural engineers will be assured as these ppl w ... |
Topic: Econf for RERA |
flowref
Replies: 124
Views: 129383
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Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Fri May 19, 2017 8:00 am Subject: Econf for RERA |
Sirs ,Why Structural Engineers are crying ?
Think of the Builders. In one tower of day 56 flats , if he gets booking for even one flat and no more booking , then also he has to complete the Tower ... |
Topic: RERA effect: Builders rush to restructure realty projects, business model |
flowref
Replies: 2
Views: 7004
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Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Wed May 17, 2017 9:00 am Subject: RERA effect: Builders rush to restructure realty projects, business model |
Good reading . Mkt is changing .
On May 17, 2017 13:10, "sefi_admin" <forum@sefindia.org ( Dear All:
Trailing below is one more article that may interest all of us. We should joi ... |
Topic: ethics in structural design and construction |
flowref
Replies: 141
Views: 101354
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Forum: SEFI General Discussion Posted: Wed Jun 22, 2016 8:00 pm Subject: ethics in structural design and construction |
Sir
Very educative article that has been written by taking lot of pain. Very good examples and solutions too. A real glimpse of changing standards of students and their pressures.
Yet I think that ... |
Topic: ethics in structural design and construction |
flowref
Replies: 141
Views: 101354
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Forum: SEFI General Discussion Posted: Mon Jun 20, 2016 3:00 pm Subject: ethics in structural design and construction |
Dear Sirs and Madame
I am a Builder. I hv passed out from BHU-IIT 1983. Civil is not my branch. Yet for being in this business , I hv put efforts to learn much so that I can be at a comfortable leve ... |
Topic: news item regarding bridge collapse in 2012 |
flowref
Replies: 36
Views: 24581
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Forum: SEFI General Discussion Posted: Wed Sep 09, 2015 3:42 am Subject: news item regarding bridge collapse in 2012 |
From A K Bajaj On 9 Sep 2015 05:00, "chander.pawa" <forum@sefindia.org ( It was a shocking news, without any technical investigation and consultation with an experienced and suitable ... |
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