| Author |
Message |
 Topic: Need views on Excavation to retain trees |
santoshab
Replies: 0
Views: 1666
|
 Forum: SEFI General Discussion Posted: Mon Dec 07, 2015 10:49 am Subject: Need views on Excavation to retain trees |
| We are planning to do the retaining wall wherein we have to retain the trees in the periphery I have attached the plan and section for excavation with 1:5 slope. What are the precautions needed to tak ... |
| Topic: consultancy fee structure |
santoshab
Replies: 152
Views: 104153
|
Forum: SEFI General Discussion Posted: Mon Nov 30, 2015 10:25 am Subject: consultancy fee structure |
Dear Jeffery,
I would be happy if the CDC has done this job. Can you publish information available with you for consultancy fees? It will an eye opener for all of us.
Dear Members
Thank you ... |
| Topic: consultancy fee structure |
santoshab
Replies: 152
Views: 104153
|
Forum: SEFI General Discussion Posted: Mon Nov 30, 2015 6:49 am Subject: consultancy fee structure |
Dear Ankur,
I have said Architects/Clients So, this applies to all horizons of our services to be given.
But, I see no interest from anybody in this heated discussion? |
| Topic: consultancy fee structure |
santoshab
Replies: 152
Views: 104153
|
Forum: SEFI General Discussion Posted: Sat Nov 28, 2015 7:28 am Subject: consultancy fee structure |
| I think we should come together in forming the association all consultancies MNC's should be registered to the association and made mandatory to provide services only if they are registered to the ass ... |
| Topic: consultancy fee structure |
santoshab
Replies: 152
Views: 104153
|
Forum: SEFI General Discussion Posted: Thu Nov 26, 2015 12:03 pm Subject: the topic being hot? |
Dear All,
Why there is no talk about the fees for 2 years now? People have forgotten or may be they are happy. This is the problem in India people agree that there is a problem but are afraid to ta ... |
| Topic: query about 100 thk design of wall |
santoshab
Replies: 4
Views: 3466
|
Forum: SEFI General Discussion Posted: Wed Jul 29, 2015 11:07 am Subject: query about 100 thk design of wall |
| These days builders want to avoid workmanship so most buildings even G+16 are proposed with mivan systems. as regarding fire rating even 160mm thick wall will not obey 2 hrs fire rating it would be ra ... |
| Topic: query about 100 thk design of wall |
santoshab
Replies: 4
Views: 3466
|
Forum: SEFI General Discussion Posted: Wed Jul 29, 2015 4:44 am Subject: query about 100 thk design of wall |
Dear All,
As I had said the proposed building has 100 thk wall and 160 thk walls. Earlier I had considered 100 thk wall as bearing wall ignoring its stiffness in design. Now as per IS 456 clause 32.1 ... |
| Topic: query about 100 thk design of wall |
santoshab
Replies: 4
Views: 3466
|
Forum: SEFI General Discussion Posted: Tue Jul 28, 2015 11:10 am Subject: query about 100 thk design of wall |
Dear Sefians,
I want to design this single wall reinforced section Pu = 2500 Major axis moment is 380 and minor axis moment 8 unit kN.m. wall size is 100 by 3650 mm.
Please guide. Can we consider ... |
| Topic: Building Retrofitting - Urgent |
santoshab
Replies: 4
Views: 2872
|
Forum: SEFI General Discussion Posted: Fri May 15, 2015 7:20 am Subject: Building Retrofitting - Urgent |
1) Please check if the cover provide in the column is as per design. A tolerance of +-
5mm is OK.
2) Is it checked for soft storey? |
| Topic: Detailing of simply supported beam |
santoshab
Replies: 3
Views: 2019
|
Forum: SEFI General Discussion Posted: Sat Apr 04, 2015 8:54 am Subject: Detailing of simply supported beam |
Dear All,
How to detail a simply supported end.? |
| |
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