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Re: Steel SMRF on Conc. shearwall[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: Steel SMRF on Conc. shearwall
- From: Jnapd(--nospam--at)aol.com
- Date: Wed, 21 Feb 2007 15:41:53 EST
It sounds like the Plan checker is asking for the Collector to be designed for Em therefore; will be designed for the forces resulting from Em and those loads are placed on the Concrete shear wall. The Concrete shear wall is not designed for Em for itself but the loads from above are the result of Em forces from the Collector.
In a message dated 2/21/2007 10:54:16 AM Pacific Standard Time, gmse4603(--nospam--at)gmail.com writes:
Well, I'm not seeing the need for Em forces then. From your description, its 1630.4.2 of the CBC per Dave's previous comments.
Johnson & Nielsen Associates
Palm Springs, CA
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