Use the following information for Problems 1-6 A building used as a storage facility shown below is assigned a Seismic Design Category (SDC) E, and blocked diaphragm. The lateral seismic force in East-West direction was found to be 500 plf at Strength Design (SD) force level. Roof: DL = 20 psf, 72" Structural I plywood with 10d nails Walls: DL= 15 psf, 72" Structural I plywood with 10d nails ® 25 Ws SECTION 5.5 PLAN
3- Determine the maximum nail spacing along lines 1, 2, A-E (i.e. boundary nailing) according to SDPWS.
Use the following information for Problems 1-6 A building used as a storage facility shown below is assigned a Seismic D
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Use the following information for Problems 1-6 A building used as a storage facility shown below is assigned a Seismic D
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