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loading for designing "firewall"
i need to know what loading (in addition to axial load due to wall's self weight) is required to design a firewall which will be about 27 ' high. the ibc 2006 is to be adhered to. of course the firewall has to be supporting itself under fire conditions . i presume it has to be a cantilever wall. what kind of lateral pressure(wind pressure)(perpendicular to wall) is required in ibc 2006 ?
find a job or post a job opening
if it's an interior wall, 5 psf is a normal lateral pressure.
if it is exterior, that is a site sensitive calculated value and cannot be answered here without a lot more information.
mike mccann
mmc engineering
don't forget, it needs to also be designed for lateral loads due to seismic activity.

2009-09-10, 11:17 AM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	loading for designing firewall loading for designing "firewall" i need to know what loading (in addition to axial load due to wall's self weight) is required to design a firewall which will be about 27 ' high. the ibc 2006 is to be adhered to. of course the firewall has to be supporting itself under fire conditions . i presume it has to be a cantilever wall. what kind of lateral pressure(wind pressure)(perpendicular to wall) is required in ibc 2006 ? find a job or post a job opening if it's an interior wall, 5 psf is a normal lateral pressure. if it is exterior, that is a site sensitive calculated value and cannot be answered here without a lot more information. mike mccann mmc engineering don't forget, it needs to also be designed for lateral loads due to seismic activity. __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]