Author |
Message |
Topic: FLAT SLAB - COLUMN DROP |
paramesh
Replies: 6
Views: 1894
|
Forum: SEFI General Discussion Posted: Fri Nov 01, 2019 7:24 am Subject: FLAT SLAB - COLUMN DROP |
Hi,
Thank you for sharing the information.
Regards,
Dear Sir,
This is the normal practice in Underground Metro Station, Underground Metro Station Roof Structures are provided with inv ... |
Topic: FLAT SLAB - COLUMN DROP |
paramesh
Replies: 6
Views: 1894
|
Forum: SEFI General Discussion Posted: Wed Oct 30, 2019 5:34 am Subject: FLAT SLAB - COLUMN DROP |
Dear Sir,
Thanks for your reply.
Regards,
PARAMESH. |
Topic: FLAT SLAB - COLUMN DROP |
paramesh
Replies: 6
Views: 1894
|
Forum: SEFI General Discussion Posted: Tue Oct 29, 2019 3:49 am Subject: FLAT SLAB - COLUMN DROP |
Dear Sirs,
In flat slabs, can we provide the drop thickness near the columns projected upwards with bottom surface flushed with the slab as shown in the attached section-AA, to have more clearance ... |
Topic: design of a carparking shed |
paramesh
Replies: 10
Views: 7980
|
Forum: SEFI General Discussion Posted: Mon Sep 07, 2015 8:09 am Subject: design of a carparking shed |
Hello,
If you can provide an inclined tension member, connecting the top of the main post and a point on the ground at some distance behind the main post ( inside the plot) , moment on the footing ... |
Topic: Minimum Horizontal Reinforcement for RC Walls |
paramesh
Replies: 2
Views: 2457
|
Forum: SEFI General Discussion Posted: Sat May 30, 2015 9:09 am Subject: Minimum Horizontal Reinforcement for RC Walls |
Dear Mr.Shivaraj,
As given in the codes, the minimum reinforcement ratio is to the gross concrete area. So, if we provide the reinforcement in two layers based on the thickness, half of the min ... |
Topic: SAFE - DEFLECTION CHECK |
paramesh
Replies: 8
Views: 6648
|
Forum: SEFI General Discussion Posted: Fri May 29, 2015 9:56 am Subject: SAFE - DEFLECTION CHECK |
Moment values won't change. You can check.
Regards,
PARAMESH. |
Topic: SAFE - DEFLECTION CHECK |
paramesh
Replies: 8
Views: 6648
|
Forum: SEFI General Discussion Posted: Fri May 29, 2015 8:22 am Subject: SAFE - DEFLECTION CHECK |
[JUSTIFY]Dear Hussein, [/JUSTIFY]
[JUSTIFY] In SAFE we can get deflections for both un-cracked and cracked sections depending on the“Analysis Type “ of the Load Case. While defining the Load Case ... |
Topic: TOP REINFORCEMENT OF BEAM AT THE SUPPORT SECTION |
paramesh
Replies: 5
Views: 5901
|
Forum: SEFI General Discussion Posted: Fri Feb 27, 2015 8:49 am Subject: TOP REINFORCEMENT OF BEAM AT THE SUPPORT SECTION |
Dear Sir,
[JUSTIFY]Thanks for your reply. As given in the PCA notes example, this distribution is aimed at limiting the crack widths.[/JUSTIFY]
[JUSTIFY]With this detailing, what would be the impli ... |
Topic: TOP REINFORCEMENT OF BEAM AT THE SUPPORT SECTION |
paramesh
Replies: 5
Views: 5901
|
Forum: SEFI General Discussion Posted: Tue Feb 24, 2015 7:01 am Subject: TOP REINFORCEMENT OF BEAM AT THE SUPPORT SECTION |
Dear Sirs,
[JUSTIFY]Can we provide the top reinforcement at the support section of a beam, outside the beam width, as shown in the picture, when there is restriction on beam size. If yes, up to what ... |
Topic: Draft 13920:2014 |
paramesh
Replies: 26
Views: 16564
|
Forum: SEFI General Discussion Posted: Thu May 22, 2014 3:58 am Subject: Draft 13920:2014 |
Dear Sir,
Yes, I have forwarded the same to BIS.
With regards,
PARAMESH. |
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