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Author |
Message |
Topic: Tall buildings with ALL RCC WALLS |
biju
Replies: 13
Views: 31886
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Forum: E-Conference on Tall Buildings Posted: Mon Nov 26, 2012 1:14 pm Subject: Re: Tall Buildings With RCC Walls |
Resp Er Suraj Singh,
Pls. scroll down for my inputs,
1. I agree
2. Walls up to 175 mm and beyond are not advisable in the cost front and they will turn out to increase the RCC volume heavily. ... |
Topic: Tall buildings with ALL RCC WALLS |
biju
Replies: 13
Views: 31886
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Forum: E-Conference on Tall Buildings Posted: Mon Nov 26, 2012 10:26 am Subject: Re: Tall buildings with ALL RCC WALLS |
Dear Mr. KapilDingare,
There are many tall buildings coming up with this framing system ( All walls in RCC )now a days. The advantage is that there will not be any projections inside the rooms, Arc ... |
Topic: Tall Building Design :: Framing System |
biju
Replies: 12
Views: 24500
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Forum: E-Conference on Tall Buildings Posted: Mon Nov 26, 2012 9:40 am Subject: Re: Tall Building Design :: Framing System |
Framing system plays a very vital role in the design of Tall buildings.
At the very beginning of a project, at the concept stage, if the Architect and Structural Eng. sit together and finalize the co ... |
Topic: Comparing Tall Building Design China vs India - Part I |
biju
Replies: 6
Views: 15490
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Forum: E-Conference on Tall Buildings Posted: Mon Nov 26, 2012 9:02 am Subject: Comparing Tall Building Design China vs India - Part I |
Dear madam,
Pls. check the acceleration values.
It can be 10 to 25 milli g, ie 0.01 to 0.025 m/s2.
regards,
Biju |
Topic: Load combination for Temp.Analysis |
biju
Replies: 11
Views: 30370
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Forum: SEFI General Discussion Posted: Tue Feb 03, 2009 2:09 pm Subject: Load combination for Temp.Analysis |
Dear all,
Temperature load should be combined with all other load cases.
I think the factor also should be the same, ie whatever is applicable for lateral loads.
regards,
Biju.
... |
Topic: Practical problem in flat slab |
biju
Replies: 4
Views: 11929
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Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Mon Dec 22, 2008 7:00 am Subject: Practical problem in flat slab |
Posted via Email |
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