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40-23.1 /NG <br /> PALLET RACK DESIGN ox 3�0� - <br /> ,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-LONGI'TUDINAL 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 BA.SE IS PINNED -----> 1 <br /> ................ <br /> 0.667 k v= 0.111 k v= 0.111 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= 0.296 k v= 0.296 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= 0.63 k v= 0.63 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 E 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 = 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 /> 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= O k-in m= O k-in <br /> v = Ok <br /> m= 0 k-in <br /> � Pd+l+s= 3.6 k <br /> .�,_._�� <br /> �/ ���. <br /> LELNAME: W3928716-12'Pallet Rack.xls __�8-9�9fz�3' �! �� 4' 3/17/2016 9:09 AM <br /> �.�,,,_� <br />