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 29 matches
www.sefindia.org Forum Index
Author Message
  Topic: FLAT SLAB - COLUMN DROP
paramesh

Replies: 6
Views: 1894

PostForum: 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

PostForum: 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

PostForum: 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

PostForum: 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

PostForum: 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

PostForum: 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

PostForum: 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 theďAnalysis Type ď of the Load Case. While defining the Load Case ...
  Topic: TOP REINFORCEMENT OF BEAM AT THE SUPPORT SECTION
paramesh

Replies: 5
Views: 5901

PostForum: 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

PostForum: 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

PostForum: 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.
 
Page 1 of 3 Goto page 1, 2, 3  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