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Author Message
  Topic: Connecting I section to a Hollow Circular Column.
anshugoel

Replies: 9
Views: 7111

PostForum: SEFI General Discussion   Posted: Fri Jun 22, 2012 4:49 pm   Subject: Connecting I section to a Hollow Circular Column.
Hi Raspanger,

From your model, it looks as if you have provided fillet welds on the beam flange too. Please use full penetration butt welds for flanges.

Secondly, I think you have not understo ...
  Topic: Codes and document reference for pretensioning on bolts
anshugoel

Replies: 1
Views: 1665

PostForum: SEFI General Discussion   Posted: Mon Jun 11, 2012 6:36 pm   Subject: Re: Codes and document reference for pretensioning on bolts


What kind of pretensioning and what is your connection type.

There are primarily the following methods used for pretension of bolted connections.

1. Turn of nut method - this method requi ...
  Topic: Tapered beam stiffness and mass matrix ?
anshugoel

Replies: 6
Views: 11048

PostForum: SEFI General Discussion   Posted: Mon Jun 11, 2012 4:52 pm   Subject: Tapered beam stiffness and mass matrix ?
This stiffness matrix is for an element.

Same matriz would work, just discretize the member at each property discontinuity point.

More nodes, (more-1) members and (Morex6)* (More*6) size of sti ...
  Topic: Truss Design
anshugoel

Replies: 4
Views: 2972

PostForum: SEFI General Discussion   Posted: Wed Jun 06, 2012 7:01 pm   Subject: Re: Truss Design
Here are some ideas.

1. Please guide me, why assigning truss properties deflection is high.

Truss are axial force members only i.e. in the stiffness matrix formulation - stiffness in all other ...
  Topic: Camber
anshugoel

Replies: 7
Views: 6521

PostForum: Freshers' Zone   Posted: Wed Jun 06, 2012 5:56 pm   Subject: Re: CAMBER In RCC and Prestressed Beam
Here are some thoughts.

1- Can we use camber to Bye pass the deflection limit of IS:456.

Code requirements serve two broad purposes - safety and serviceability. Deflection limit is required fo ...
  Topic: Permissible stresses in structural steel at high temperature
anshugoel

Replies: 3
Views: 2215

PostForum: SEFI General Discussion   Posted: Fri May 04, 2012 4:01 pm   Subject: Permissible stresses in structural steel at high temperature
Thank You Er GSPARSAN,

a very useful source. however, I am not sure how the review consultants will react to a website referance. hope it is accepted.

Thanks again for the quick reply

Himansh ...
  Topic: are British Standards really supersheded by Eurocodes?
anshugoel

Replies: 6
Views: 3842

PostForum: SEFI General Discussion   Posted: Fri May 04, 2012 3:56 pm   Subject: are British Standards really supersheded by Eurocodes?
Is that so?

I thought majority of the countries in europe, including UK, are using Eurocodes from now onwards. All countries following Eurocodes have a National Annex (country dependent) as an appe ...
  Topic: seismic status of Jaitapur
anshugoel

Replies: 22
Views: 9126

PostForum: SEFI General Discussion   Posted: Thu May 03, 2012 3:56 pm   Subject: seismic status of Jaitapur
de
  Topic: are British Standards really supersheded by Eurocodes?
anshugoel

Replies: 6
Views: 3842

PostForum: SEFI General Discussion   Posted: Thu May 03, 2012 2:38 pm   Subject: Re: are British Standards really supersheded by Eurocodes?
Dear all,
I want to know the status of British codes in many countries including UK. I found some articles that after 2010 Eurocodes are rapidly used for Bridge design in most of the European c ...
  Topic: seismic status of Jaitapur
anshugoel

Replies: 22
Views: 9126

PostForum: SEFI General Discussion   Posted: Thu May 03, 2012 2:02 pm   Subject: NPP Indian subcontinent
In the US, Japan, Germany, France, Canada - there are separate code of practices for Nuclear related structures. Even Material specification, quality control, testing standards and the entire gamut re ...
 
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