Question: Check design of panel wall shown for wind load, = 20 using PCL mortar, Type N, and units with a nominal thickness of 8 in.

Check design of panel wall shown for wind load, = 20 using PCL mortar, Type N, and units with a nominal thickness of 8 in. Perform checks as unreinforced masonry Idealize: Could design as two-way, but we conservatively assume it behaves as one-way panel made of vertically spanning, simply supported strips

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