www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log in to websiteLog in to websiteLog in to websiteLog in to forum 
Warning: Make sure you scan the downloaded attachment with updated antivirus tools  before opening them. They may contain viruses.
Use online scanners
here and here to upload downloaded attachment to check for safety.

Search found 97 matches
www.sefindia.org Forum Index
Author Message
  Topic: Need views on Excavation to retain trees
santoshab

Replies: 0
Views: 1755

PostForum: 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: 111778

PostForum: 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: 111778

PostForum: 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: 111778

PostForum: 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: 111778

PostForum: 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: 3654

PostForum: 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: 3654

PostForum: 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: 3654

PostForum: 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: 3021

PostForum: 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: 2151

PostForum: 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.?
 
Page 1 of 10 Goto page 1, 2, 3, 4, 5, 6, 7, 8, 9, 10  Next
All times are GMT
Jump to:  


© 2003, 2008 SEFINDIA, Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service. advertisement policy