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ibc seismic design - components
i am designingthe connections for mechanical components inside of a building that is classified as a seismic design category c and seismic deisgn use group iii.
the components were are designing are not required for the continued use of the building and it doesn't meet any of the other items that would require a 1.5 ip factor, therefore, based on 1621.1.6, i am using a component importance factor of 1.00. based on my understanding of the ibc section 1621.1.1, i am not required to meet requirements in the entire section 1621. am i reading this correctly?
my connections will probably end up resisting any seismic loads anyway, but i was curious if i was reading this section correctly. we do very little component seismic design in my area since we normally are in seismic design category b, and i rarely get into seismic design category c.
thanks in advance.

2009-09-09, 06:51 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 seismic design - components ibc seismic design - components i am designingthe connections for mechanical components inside of a building that is classified as a seismic design category c and seismic deisgn use group iii. the components were are designing are not required for the continued use of the building and it doesn't meet any of the other items that would require a 1.5 ip factor, therefore, based on 1621.1.6, i am using a component importance factor of 1.00. based on my understanding of the ibc section 1621.1.1, i am not required to meet requirements in the entire section 1621. am i reading this correctly? my connections will probably end up resisting any seismic loads anyway, but i was curious if i was reading this section correctly. we do very little component seismic design in my area since we normally are in seismic design category b, and i rarely get into seismic design category c. thanks in advance. __________________ 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]