Author |
Message |
Topic:Connecting I section to a Hollow Circular Column. |
anshugoel
Replies:9 Views:11700
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Forum:SEFI General DiscussionPosted: 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:3005
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Forum:SEFI General DiscussionPosted: 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:13594
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Forum:SEFI General DiscussionPosted: 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:4910
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Forum:SEFI General DiscussionPosted: 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:10237
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Forum:Freshers' ZonePosted: 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:3847
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Forum:SEFI General DiscussionPosted: 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:5909
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Forum:SEFI General DiscussionPosted: 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:14739
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Forum:SEFI General DiscussionPosted: 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:5909
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Forum:SEFI General DiscussionPosted: 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:14739
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Forum:SEFI General DiscussionPosted: 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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