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ibc table 2306.2.1 (wall stud bending stress increase factor
can anyone tell me how this is different from a load duration factor of 1.6 for wind/seismic?
tia
this has nothing to do with the load duration factor. the commentary says that this takes the place of the 1.15 repetitive member factor in the nds. for anything smaller than a 2x12 (which is virtually every wall stud), you are getting an increase in your repetitive
and you can use the load duration factor of 1.6 and the repetitive member factor of 1.5.
daveatkins

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2009-09-09, 06:56 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	ibc table 2306.2.1 9wall stud bending stress increase factor ibc table 2306.2.1 (wall stud bending stress increase factor can anyone tell me how this is different from a load duration factor of 1.6 for wind/seismic? tia this has nothing to do with the load duration factor. the commentary says that this takes the place of the 1.15 repetitive member factor in the nds. for anything smaller than a 2x12 (which is virtually every wall stud), you are getting an increase in your repetitive and you can use the load duration factor of 1.6 and the repetitive member factor of 1.5. 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]