| Author |
Message |
 Topic: A New idea for RCC COLUMN design |
bhsolanki
Replies: 19
Views: 7279
|
 Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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. |
| |
Subscriptions
FAQ
Search
Memberlist
Usergroups
Register
Donate
Profile
Log in to check your private messages
Log in to website