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 423 matches
www.sefindia.org Forum Index
Author Message
  Topic: A New idea for RCC COLUMN design
Manoharbs_eq

Replies: 19
Views: 2680

PostForum: 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: 1448

PostForum: 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: 46007

PostForum: 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: 46007

PostForum: 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: 46007

PostForum: 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: 12033

PostForum: 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: 20363

PostForum: 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: 2313

PostForum: 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: 1853

PostForum: 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: 4546

PostForum: 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 ...
 
Page 1 of 43 Goto page 1, 2, 3 ... 41, 42, 43  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