Author |
Message |
Topic: A New idea for RCC COLUMN design |
Manoharbs_eq
Replies: 19
Views: 14279
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Forum: SEFI General Discussion Posted: Tue Sep 03, 2019 8:30 am Subject: A New idea for RCC COLUMN design |
Actually this can be used for initial sizing, but when the moment is excessive and eccentricity exceeds beyond the section then this method cannot be considered.
On Mon, 2 Sep, 2019, 1: ... |
Topic: ECONFERENCE ON TALL CONCRETE BUILDINGS- IS 16700:2017 |
Manoharbs_eq
Replies: 4
Views: 5423
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Forum: E-conference on IS 16700 13th March to 18th March 2018 Posted: Tue Mar 13, 2018 7:39 am Subject: ECONFERENCE ON TALL CONCRETE BUILDINGS- IS 16700:2017 |
Hi
Good questions
But answers are as follows
For floor vibration study no need for input vibration only you need the load, section property and deflection.
Currently CPRI institue ... |
Topic: Econf for RERA |
Manoharbs_eq
Replies: 124
Views: 119833
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Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Mon May 29, 2017 7:00 am Subject: Econf for RERA |
I really don't understand why do we have no control over the actual structure construction. There are two types of design one is concept where a structural engineer is not responsible for, other o ... |
Topic: Econf for RERA |
Manoharbs_eq
Replies: 124
Views: 119833
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Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Sun May 28, 2017 8:00 am Subject: Econf for RERA |
Hi suresh,
Its not always just meeting the codal requirements as code is just a guidelines so the stability is always the responsibility of the designer, so the designer should be involved in all ... |
Topic: Econf for RERA |
Manoharbs_eq
Replies: 124
Views: 119833
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Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Sat May 20, 2017 3:29 am Subject: Econf for RERA |
Thanks all for the detailed prolouge
I have gone through the process tree and this is my opinion
RERA IS not the solution but it is the beginning of streamlining the process. What so ev ... |
Topic: URGENT!! RERA and its implications for Structural Engineers |
Manoharbs_eq
Replies: 17
Views: 23489
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Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Tue May 09, 2017 6:00 am Subject: URGENT!! RERA and its implications for Structural Engineers |
Thanks for the info
On May 9, 2017 11:06 AM, "sefi_admin" <forum@sefindia.org ( Dear All:
We have deferred the econference on "RERA and its implications for Structural E ... |
Topic: 58 Story High Rise Building Foundation Failure in USA |
Manoharbs_eq
Replies: 24
Views: 42927
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Forum: Freshers' Zone Posted: Thu Oct 27, 2016 3:46 am Subject: 58 Story High Rise Building Foundation Failure in USA |
So true Sir,
There is nothing deterministic and constant.Everything has its own destiny even after planning and preparation.
But all we can do is make things better by updating our knowledge. |
Topic: Well foundation |
Manoharbs_eq
Replies: 1
Views: 3882
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Forum: SEFI General Discussion Posted: Mon Oct 03, 2016 5:56 am Subject: Well foundation |
Hi,
The Ep is earth pressure on abutment at the ends and well sides.
The lateral pressure from the formation should be considered as per the site condition.
And traction force will not be n ... |
Topic: Beam Splice Design: |
Manoharbs_eq
Replies: 1
Views: 3150
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Forum: SEFI General Discussion Posted: Mon Oct 03, 2016 5:34 am Subject: Beam Splice Design: |
Hello Nagesh,
Yes we need to check the tension capacity using A-net not A-gross. |
Topic: internal hinge |
Manoharbs_eq
Replies: 9
Views: 7835
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Forum: SEFI General Discussion Posted: Mon Oct 03, 2016 5:31 am Subject: internal hinge |
I did not understand the question,
why is there a hinge below the load?, what is the necessity of this hinge?
As far as i know we use internal hings in analysis when the DOI is more and cannot s ... |
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