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Re: masonry infill walls as lateral bracing in a low rise steel frame building[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: masonry infill walls as lateral bracing in a low rise steel frame building
- From: sscholl2(--nospam--at)juno.com
- Date: Mon, 27 Nov 2000 17:20:52 -0800
until you get your FEMA books, the concept is to run the reinforced masonry walls all around (just outside the columns and beams) and anchor with conventional anchor bolts. Or if the architectural concept is to have exposed columns and beams on the exterior, run the masonry just inside. It will not work well to run the walls within the columns/beams. Stan Scholl, P.E.
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