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spandrel beam
can a horizontal spandrel beam rest and bear continuously on top of a cfs stud wall, of sufficient strength, thus requiring strength only in the major-axis, normal to the vertical plane of the wall, and further, eliminating the need to design for minor-axis vertical deflection?
am i making myself clear?
thank you ...
what you propose is possible in theory, but most likely impractical. the steel would be erected first, and would not have the steel stud wall to bear on, correct?
if the spandrel beam can be erected after the steel stud wall, then what you propose is ok.
daveatkins

__________________
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]

2009-09-16, 12:41 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	spandrel beam spandrel beam can a horizontal spandrel beam rest and bear continuously on top of a cfs stud wall, of sufficient strength, thus requiring strength only in the major-axis, normal to the vertical plane of the wall, and further, eliminating the need to design for minor-axis vertical deflection? am i making myself clear? thank you ... what you propose is possible in theory, but most likely impractical. the steel would be erected first, and would not have the steel stud wall to bear on, correct? if the spandrel beam can be erected after the steel stud wall, then what you propose is ok. daveatkins __________________ 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]