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, 12" Structural I plywood with 10d nails Walls: DL= 15 psf, 7" Structural I plywood with 10d nails B EM m Ws SECTION 5-5 PLAN
5. Calculate the chord force at point “g” for a north-south seismic force "W," of 600 plf. 6- Calculate the chord force at point "t" for a north-south seismic force “W," of 600 plf.
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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