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CAPACITIES <br />FIG. BY <br />SHELF DEAD LOAD = <br />DESIGN LIVE LOAD = <br />TOTAL RACK LOAD= <br />ly <br />200 LBS PER SHELF <br />3000 LBS PER SHELF <br />3200 LBS PER SHELF <br />DATE <br />7 7COMP0=NENTOFALLOWABLE <br />AXIMUM RATIO <br />ACTUAL TO <br />LIVE LOAD CAPACITY <br />PER SHELF (LBS) <br />BEAM <br />0.531 <br />5826 <br />BEAM WELD I END PLATE <br />0.304 <br />10329 <br />COLUMN <br />0.692 <br />4423 <br />BRACE <br />0.239 <br />13199 <br />BASE PLATE <br />0.573 <br />5382 <br />SLAB <br />0.170 <br />118637 <br />SOIL PRESSURE SEISMIC <br />I.K2 <br />7970 <br />ANCHOR BOLT <br />0.072 <br />44311 <br />P. O. Box 3707 <br />Seattle. Washington 9e124.2207 <br />SELECT LOAD LIMIT TO BE POSTED ON THE PALLET RACK = 3000 ..LBS PER SHELF <br />NOTE. SOIL PRESSURE IS NOT A LIMITING COMPONENT AS THE BEARING AREA <br />IS AUTOMATICALLY INCREASED TO ACCOMMODATE THE DESIGN <br />LIVE LOAD. <br />FILENAME. 40-0401 W1719152. x1e Page 1 of 1 377120139.26 AM <br />