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, o-oa.i BOE/NG <br /> PALLET RACK DESI(3N P.O.Box 3707 <br /> � Seattle.Washlnplon 98124•2207 <br /> PRQIECT Metal Perts end Mlscellaneous Metals JOB NO. W438311 <br /> F�G. BY B. BABCOCK CHECKED BY u1.ABDI DATE 03/08/11 REV'D <br /> SEISMIC LOADING-TRANSVERSE DIRECTION(CONTI <br /> ALL SHELVES LOADED ONLY TOP SHELF LOADED <br /> MAXIMUMDOWNWARDLOAD(kip)= 3.08+0.2+32= 8.48 1.82�0.2+ 1.8= 3.42 <br /> BASE UPLIFf LOAD TO BE <br /> RESISTED BY ANCHOR BOLTS(kip)= 3.08•0.9'(0.20+320) = 0.00 1.82-0.9'(020+ 1.80) = 0.00 <br /> COLUMN DESIGN- <br /> CASE 1: DL+LL+SEISMIC(LONGITUDINAL) <br /> P(DL)= 0.20 k <br /> P(LL)= 320 k <br /> P(SEISMIC)= 0.00 k (AT INTERIOii COLUMNS) <br /> P(TOTAL)= 3.40 k <br /> M(SEISMIC)= 12.09 k-in <br /> CASE 2: DL+LL+SEISMIC(TRANSVERSE) <br /> P(DL)= 0.20 k <br /> P(LL)= 320 k <br /> P(SEISMIC)= 3.08 k <br /> P(TOTAL)= 6.46 k <br /> M(SEISMIC)= 0.00 k-in (BRACED TRANSVERSELY) <br /> FILEWAME: RackMW438311.xis Page 11 of 23 y6�2011 822AM <br />