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 71 matches
www.sefindia.org Forum Index
Author Message
  Topic: Is Gusset Plate is compulsory for a truss of span ( 6-10 m)made of rectangular hollow section as per sp 38 ?
Sampath

Replies: 26
Views: 11233

PostForum: SEFI General Discussion   Posted: Sat Sep 03, 2016 8:19 am   Subject: Is Gusset Plate is compulsory for a truss of span ( 6-10 m)made of rectangular hollow section as per sp 38 ?
This is a good question.

As members like angle and channel has only one face for connection we use gusset plate.

But for closed sections we have two faces.

While doing the design of tension m ...
  Topic: cold formed steel
Sampath

Replies: 16
Views: 7745

PostForum: SEFI General Discussion   Posted: Tue Dec 09, 2014 7:40 am   Subject: cold formed steel
You can use CUFSM software to do analysis and find the strength of the CF member.
If you find any difficulty using the software, contact me sampath.n.mail @ gmail dot com


Refer Euro code EC3 199 ...
  Topic: Are Cross (X) Bracings to be avoided
Sampath

Replies: 5
Views: 2840

PostForum: SEFI General Discussion   Posted: Wed May 28, 2014 12:55 pm   Subject: Are Cross (X) Bracings to be avoided
I was not fully clear in my previous post, my apologies.

I am attaching a document to show the exact difference between the two.

The two frames of exact material and cross section but only the ...
  Topic: Are Cross (X) Bracings to be avoided
Sampath

Replies: 5
Views: 2840

PostForum: SEFI General Discussion   Posted: Tue May 27, 2014 1:47 pm   Subject: Are Cross (X) Bracings to be avoided
Dear
[/FONT]So you got your answer but validate your answer by going through various drawings of pipe layouts. It is the only way of good learning.

K bracing cannot be used for non moment resisti ...
  Topic: sub: sloshing effect
Sampath

Replies: 6
Views: 3734

PostForum: SEFI General Discussion   Posted: Sun Apr 06, 2014 3:33 pm   Subject: sub: sloshing effect
Good Point.

This will work only for water tank but can we have side walls higher for swimming pool with small entry area to get sloshing effect is a question.

We could also make some container ...
  Topic: Time to abandon vastushastra?
Sampath

Replies: 27
Views: 11347

PostForum: SEFI General Discussion   Posted: Tue Apr 01, 2014 5:23 pm   Subject: Time to abandon vastushastra?
Many science evolve over a very long period and obviously it will not hold good for so long as things will change such that certain things have no meaning.

For instance some of the Vastu says room ...
  Topic: sub: sloshing effect
Sampath

Replies: 6
Views: 3734

PostForum: SEFI General Discussion   Posted: Tue Apr 01, 2014 5:07 pm   Subject: sub: sloshing effect
We could actually convert the sloshing effect as damper (resistance to dynamic effect) to reduce the forces due to earth quake.

Check the link:

http://www.iitk.ac.in/nicee/wcee/article/10_vol4_ ...
  Topic: cold formed steel structure-abaqus
Sampath

Replies: 1
Views: 1184

PostForum: SEFI General Discussion   Posted: Tue Apr 01, 2014 4:42 pm   Subject: cold formed steel structure-abaqus
Hi

You can model almost any member using any commonly available material in ABAQUS.

Depending upon the requirement you need to decide if you need to model with shell element or solid element.
...
  Topic: Make AutoCAD drawing automatically using excel values
Sampath

Replies: 13
Views: 10667

PostForum: SEFI General Discussion   Posted: Thu Dec 19, 2013 3:31 am   Subject: Make AutoCAD drawing automatically using excel values
The requirement is quite novel and I have done this several years before using AutoCAD 2008 and VBA.

I will try to locate and post it soon.

Unfortunately current AutoCAD deprecated VBA I guess ...
  Topic: Automatic effective length of columns in FE software
Sampath

Replies: 1
Views: 947

PostForum: SEFI General Discussion   Posted: Sun Feb 24, 2013 1:18 pm   Subject: Automatic effective length of columns in FE software
Dear SEFians

The effective length of a column depends on end fixity or put it differently, it depends on how much it has rotated (If I am right).

My question here is, as any FE software knows th ...
 
Page 1 of 8 Goto page 1, 2, 3, 4, 5, 6, 7, 8  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