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4o-2s.1 BOEING <br /> � PALLET RACK DESIGN IIII ox 3707 <br /> �IIIU,Washington 98124-2207 <br /> PROJECT New Pallet Rack- Fourth Floor JOB NO. W3928716 <br /> FIG. BY C. Rossell CHECKED BY M.Abdi DATE 03/16/16 REV'D <br /> SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) <br /> USING"PORTAL FRAME METHOD"DETERMINE FORCES AT INTERIOR SECTION DUE TO SEISMIC LOADING <br /> BASE FIXITY: TYPE"2" IF BASE IS FIXED; <br /> TYPE "1" IF BASE IS PINNED-----> 1 <br /> 0.667 k v= 0.095 k v= 0.095 k <br /> —� m= 7.999 k-in m= 7.999 k-in <br /> v = 0.667 k <br /> m= 16 k-in <br /> 0.444 k v= 0.254 k v= 0.254 k <br /> —� m = 21.33 k-in m= 21.33 k-in <br /> v = 1.111 k <br /> m= 26.66 k-in <br /> 0.222 k v= 0.54 k v= 0.54 k <br /> � m= 45.33 k-in m= 45.33 k-in <br /> v = 1.333 k <br /> m= 63.99 k-in <br /> Ok v= Ok v= Ok <br /> � SET SHELF F m= 0 k-in m= 0 k-in <br /> BELOW TO ZERO <br /> v = Ok <br /> m= 0 k-in <br /> Ok v= Ok v= Ok <br /> —� m= 0 k-in m= 0 k-in <br /> v = 0k <br /> m= 0 k-in <br /> Ok v= Ok v= Ok <br /> � m= 0 k-in m= 0 k-in <br /> v = Ok <br /> m= 0 k-i n <br /> Ok v= Ok v= Ok <br /> � � m = 0 k-in m= 0 k-in <br /> v = Ok <br /> m= 0 k-in <br /> Ok v= Ok v= Ok <br /> � m= 0 k-in m= 0 k-in <br /> v = Ok <br /> m = 0 k-in <br /> � Pd+l+s= 3.6 k <br /> ., $ <br /> LELNAME: W3928716-14'Pallet Rack.xls ��'S"" ` 3/17/2016 9:07 AM <br /> 1.��.�� <br />