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Author Message
  Topic: A New idea for RCC COLUMN design
bhsolanki

Replies: 19
Views: 7279

PostForum: SEFI General Discussion   Posted: Tue Sep 03, 2019 1:30 pm   Subject: A New idea for RCC COLUMN design
Respected Gupta Sir,


I have two observations regarding this method,


1. It is not clear here How Cl.39.6 is satisfied for Biaxial column, as it's equation uses parameter alpha n, which is ...
  Topic: STRUCTURAL ENGINEER'S FEES VS. BROKER FEES
bhsolanki

Replies: 39
Views: 11358

PostForum: SEFI General Discussion   Posted: Sat Apr 21, 2018 8:31 am   Subject: Let's Strat putting effort for Revolution
Dear All,

I'd like to request to start working some solid steps to get professional respect & most importantly the fees,than talking and regretting here with each other, which will definitely n ...
  Topic: Hotel in hualien taiwan before and after today's earthquake
bhsolanki

Replies: 13
Views: 5959

PostForum: SEFI General Discussion   Posted: Fri Feb 16, 2018 8:40 am   Subject: Re: Hotel in hualien taiwan before and after today's earthquake
You can now these pics for need to avoid open stilts.


Posted via Email


It looks like it worked as structural fuse, It failed but It saved whole building collapse.
  Topic: Econf for RERA
bhsolanki

Replies: 124
Views: 59298

PostForum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA)    Posted: Thu May 18, 2017 6:00 am   Subject: Econf for RERA
@Kumar2013: Totally agree with you,


In fact We the structural engineers are the one who paid least fees from consultant involved, from labour to Architect and developer.


though we have inver ...
  Topic: URGENT!! RERA and its implications for Structural Engineers
bhsolanki

Replies: 17
Views: 15577

PostForum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA)    Posted: Thu May 18, 2017 5:53 am   Subject: URGENT!! RERA and its implications for Structural Engineers
Why we structural Engineers paid minimum fees ?

[FONT=verdana,sans-serif]In fact We the structural engineers are the one who paid least fees from consultant involved, from labour to Architect and d ...
  Topic: Two way slab
bhsolanki

Replies: 21
Views: 12955

PostForum: SEFI General Discussion   Posted: Mon May 15, 2017 11:32 am   Subject: Two way slab
My Suggesion:Forget Boundary Conditions and Old method given in IS456,

Use FEA based Moment contours and design thickness & Steel provided.


Use Plate element if you're using staad or A ...
  Topic: RERA Act (The Real Estate Regulation and Development Act 2016) and its implications
bhsolanki

Replies: 19
Views: 19220

PostForum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA)    Posted: Mon May 15, 2017 7:21 am   Subject: RERA Act (The Real Estate Regulation and Development Act 2016) and its implications
I want to participate in this E.Conf.

Bhagirath Solanki
TENSOR DESIGN
www.tensordesign.in
  Topic: Australian Code AS 5100.2
bhsolanki

Replies: 2
Views: 4986

PostForum: Dams and Bridges   Posted: Wed Nov 16, 2016 7:25 am   Subject: Australian Code AS 5100.2
Hi,

Please go through link below,

It may be useful to you.

make an account,its free, and get access to many pdf literature.

https://www.mainroads.wa.gov.au/Pages/default.aspx
  Topic: Long Span Flat slab Design Help
bhsolanki

Replies: 2
Views: 4146

PostForum: Freshers' Zone   Posted: Wed Nov 16, 2016 7:17 am   Subject: Long Span Flat slab Design Help
Hello Chandra,

I will reply you on next week on your query.
 
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