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Re: Equipment support design[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: Equipment support design
- From: Mlcse(--nospam--at)aol.com
- Date: Fri, 13 Jan 2006 23:28:59 EST
My understanding is that the Fp would apply to the connection and the supporting steel beams (infill beams and girders), but you don't need to check the column for the amplified load. The overturning moments from the equipment needs to be resisted by the supporting steel beams, but once you connect to the column you don't need to check the column design (just the connection to the column). The column likely has adequate capacity to resist the amplified load since the roof live load isn't considered to be acting concurrently.
Mike Cochran SE SECB
In a message dated 1/12/2006 4:00:58 P.M. Pacific Standard Time, Ben.Yousefi(--nospam--at)SMGOV.NET writes:
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