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40-23.4 BOE/NG <br /> � COMPONENT CAPACITIES P.O.Box3707 <br /> Seattle,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 /> SHELF DEAD LOAD = 200 LBS PER SHELF <br /> DESIGN LIVE LOAD= 2200 LBS PER SHELF <br /> TOTAL RACK LOAD= 2400 LBS PER SHELF <br /> MAXIMUM RATIO <br /> COMPONENT OF ACTUAL TO LIVE LOAD CAPACITY <br /> ALLOWABLE PER SHELF (LBS) <br /> BEAM 0.353 6601 <br /> BEAM WELD/END PLATE 1.029 2133 <br /> COLUMN 0.893 2488 <br /> BRACE 0.394 5894 <br /> BASE PLATE 0.651 3488 <br /> SLAB 0.276 8502 <br /> SOIL PRESSURE (SEISMIC) N/A N/A <br /> ANCHOR BOLT 0.350 6654 <br /> SELECT LOAD LIMIT TO BE POSTED ON THE PALLET RACK= 2200 LBS PER SHELF <br /> .......................... <br /> FILENAME: W3928716-14'Pallet Rack.xls Page 1"O�� 3/1 7/201 6 9:07 AM <br /> ���� <br />