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. 0-032 BOEING <br /> • OMPONENT CAPACIT�ES P.O.Box 3707 <br /> � Seatlle,Washinpton 80124•2207 <br /> PROJECT Metal Parts and Miscellaneous Metals JOB NO. W436311 <br /> FIG. BY B.BABCOCK CHECKED BY M. ABDI DATE 03/08/11 REV'D <br /> SHELF DEAD LOAD= 200 LBS PER SHELF <br /> DESIGN LIVE LOAD= 3200 LBS PER SHELF <br /> TOTAL RACK LOAD= 3400 LBS PER SHELF <br /> MAXIMUM RATIO <br /> COMPONENT OF ACTUAL TO LIVE LOAD CAPACITY <br /> ALLOWABLE PER SHELF(LBS) <br /> BEAM 0.669 4881 <br /> BEAM WELD/END PLATE 0.363 9154 <br /> COLUMN 0.375 8863 <br /> BRACE 0.291 11496 <br /> BASE PLATE 0.580 5660 <br /> SLAB 0.362 9194 <br /> SOIL PRESSURE SEISMIC 0.995 3218 <br /> ANCHOR BOLT 0.079 42883 <br /> SELECT LOAD LIMIT TO BE POSTED ON THE PALLET RACK= 3200 LBS PER SHELF <br /> .......................... <br /> NOTE: SOIL PRESSURE IS NOT A LIMITING COMPONENT AS THE BEARING AFiEA <br /> IS AUTOMATICALLY INCREASED TO ACCOMMODATE THE DESIGN <br /> LIVE LOAD. <br /> FILENAME: RackxW438311.x1s Page 21 of 23 3�fl/'2011 8:22 AM <br />