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brace connection using uniform force method
i have a question about a brace connection design. i am using the aisc 9th ed. vol. ii connections manual to design a brace connection using the uniform force method. it has great detail for brace connections with beams horizontal into a column. my problem is i have a roof beam with a brace connection, but the beam is sloped (approx. 3/12). does anyone know where i can find information on this kind of connection? thanks.

the ufm can be used for that problem too. you just have to adjust how much force goes in the shear and axial directions.

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2009-09-07, 04:35 PM	#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	brace connection using uniform force method brace connection using uniform force method i have a question about a brace connection design. i am using the aisc 9th ed. vol. ii connections manual to design a brace connection using the uniform force method. it has great detail for brace connections with beams horizontal into a column. my problem is i have a roof beam with a brace connection, but the beam is sloped (approx. 3/12). does anyone know where i can find information on this kind of connection? thanks. the ufm can be used for that problem too. you just have to adjust how much force goes in the shear and axial directions. __________________ 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]