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amit_sharma Progressive Member
Joined: 25 Nov 2010 Posts: 47
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Posted: Tue Apr 26, 2011 2:57 amPost subject: soft storey |
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what is soft storey?? |
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Thankful People |
1user(s) is/are thankful for this post.Naziya Ghanchi(31-10, 16:29), Thanks amit_sharma for his/her post
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sauvirsingh SEFI Member
Joined: 18 Sep 2010 Posts: 1
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Posted: Thu May 05, 2011 2:05 pmPost subject: |
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SOFT STORY : IS A COLUMN BEAM ( FRAMED )STRUCTURE WITHOUT INFILLED WALLS , MANY OF THE BUILDINGS WERE COLLAPSED IN GUJRAT EARTH QUAKE DUE TO SOFT STORY. |
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rajancivildesign@gmail.co ...
加入:2011年1月26日 Posts: 563
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Posted: Thu May 05, 2011 2:50 pmPost subject: SOFT STOREY BUILDING |
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The column of soft storey meant for car parking has to be designed for 2.5 times the actual column design moment as per IS 1893-2002 Part 1. Suppose if the building is covered by 3 sides of wall and one side open, is it mandatory to multiply the column moment by 2.5 times. Experts kindly comment on this as per codal provision.
V.M.RAJAN. |
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rahul.leslie General Sponsor
Joined: 01 Apr 2008 Posts: 497 Location: Trivandrum
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Posted: Thu May 05, 2011 4:09 pmPost subject: |
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是:1893年,Cl.4.20:——“软层:它是在制作吗h the lateral stiffness is less than 70 percent of that in the storey above or less than 80 percent of the average lateral stiffness of the three storeys above."
That's the definition. Hope it's clear
Rahul Leslie |
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Madan Lal Bairwa SEFI Member
Joined: 13 May 2011 Posts: 11 Location: Jaipur
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Posted: Sat May 14, 2011 6:44 amPost subject: for soft story |
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dear sir i want to cunfirm about below warning in staad out put if any analysis of building showing warning of soft storey than v can accept it by designing column by 2.5 factor...or we must make the structure non soft story by increasing stiffness |
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Naziya Ghanchi SEFI Member
Joined: 21 Sep 2014 Posts: 9
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Posted: Mon Oct 27, 2014 4:22 pmPost subject: |
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谢谢各位的定义软torey. anyone is aware of wear storey? |
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Naziya Ghanchi SEFI Member
Joined: 21 Sep 2014 Posts: 9
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Posted: Mon Oct 27, 2014 4:33 pmPost subject: |
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*weak storey weak and soft storey both are same or different? |
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syed_A ...
Joined: 22 Oct 2011 Posts: 387
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Posted: Fri Oct 31, 2014 9:15 amPost subject: |
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For soft storey and weak storey you can refer IS1893 2002 Part I clause 4.20 and 4.25 for definition bye |
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nikhilagrawal SEFI Member
Joined: 10 Apr 2013 Posts: 6
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Posted: Mon Nov 03, 2014 7:39 amPost subject: |
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是:1893年,Cl.4.20:——“软层:它是在制作吗h the lateral stiffness is less than 70 percent of that in the storey above or less than 80 percent of the average lateral stiffness of the three storeys above. But in case of actual practice that is not posible it genrally vary from zone to zone.genarally in the earthquake zone III that reinfocement in soft storey is same through the upaward column. |
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ychodneker General Sponsor
Joined: 11 Jan 2010 Posts: 21
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Posted: Mon Aug 03, 2015 6:43 amPost subject: Re: soft storey |
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amit_sharma wrote: |
what is soft storey?? |
Fig 4A to 4E on page 21 and 22 of IS 1893 (Part 1): 2002 has mentioned it in very much detail. |
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