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solving for impact loading
i am doing an overhead steel beam that will have a fall arrest system that will run along the bottom flange of the beam. how do you determine the actual force? up here in canada we used to have a factor of 1.65 for loading lasting less than 10 min. this is a project for the us.
basically, if a 200 lbs man fell what would the force be? would it be as simple as f=ma? or is there a factor to use?
thanks
check out our whitepaper library.
i believe we typically use a load of 1.5 kips in any direction. you can lower it if you meet certain criteria, but that is a good starting point.

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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, 12:32 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	solving for impact loading solving for impact loading i am doing an overhead steel beam that will have a fall arrest system that will run along the bottom flange of the beam. how do you determine the actual force? up here in canada we used to have a factor of 1.65 for loading lasting less than 10 min. this is a project for the us. basically, if a 200 lbs man fell what would the force be? would it be as simple as f=ma? or is there a factor to use? thanks check out our whitepaper library. i believe we typically use a load of 1.5 kips in any direction. you can lower it if you meet certain criteria, but that is a good starting point. __________________ 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]