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ASCE 07-05 <br />13.3 Seismic Forces on Nonstructural Components <br />Fp= 0.4apSDSWp(1+2z/h) (13.3-1) Sps= 0.848 <br />(R^) <br />ap = 1 RP = 2.5 T-13.5-1 or 13.6-1 <br />Ip= 1.0 13.1.3 <br />z= Oft h= 12ft Fp= 0.136Wp <br />Max Fp = 1.6SpslpWp = 1.357Wp (13.3-2) <br />Min Fp = 0.3SDSIpWp = 0.254Wp (13.3-3) <br />FP = 0.254 Wp <br />Total steel Frame load = 3X650 lb = 1950 lb <br />Total live load = 5x2000 Ib = 10000 lb <br />Total load = 11950lb <br />FP = 0.254 Wp = 3035.3 lb <br />N ote : <br />3 frames <br />5 shelves <br />Apply at 2/3 height <br />CHECH 1/2" DIAMETER HILTI HVA ANCHORAGE BOLTS EMBED 2.5" <br />3035 lb x 12ft x 0.67 / = 6100.953 lb shared by three <br />4 ft frames <br />Tension per anchor bolts = 2034 lb <br />< 4178 lb OK <br />Shear per anchor bolts = 506 lb <br />< 2926lb OK <br />Conservativelv lanore 1 /3 increase for seismic force <br />Unity check for Combined tension and shear is OK by inspection <br />