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40-032 BOEING � <br /> PALLET RACK DESIGN P.o.Box s�o� <br /> Seattle,Washington 98124-2207 , <br /> PROJECT Install Pallet Racks for 40-05 JOB NO. W4963253 <br /> FIG. BY C. Rosseil CHECKED BYM.Abdi DATE 01/10/18 REV'D <br /> SEISMIC LOADING -TRANSVERSE DIRECTION (CONT) <br /> ALL SHELVES LOADED ONLY TOP SHELF LOADED <br /> MAXIMUM DOW NWARD LOAD (kip)= 4.89+0.3+3.75= 8.94 2.02+0.3+ 1.25= 3.57 <br /> BASE UPLIFT LOAD TO BE <br /> RESISTED BY ANCHOR BOLTS (kip)= 4.89-0.9'`(0.30+3.75) = 1.24 2.02-0.9"(0.30+ 1.25) = 0.63 <br /> COLUMN DESIGN - <br /> CASE 1: DL+ LL+SEISMIC(LONGITUDINAL) <br /> P (DL) = 0.30 k <br /> P (LL)= 3.75 k <br /> P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) <br /> P (TOTAL)= 4.05 k <br /> M (SEISMIC) = 28.22 k-in <br /> CASE 2: DL+ LL+SEISMIC (TRANSVERSE) <br /> P (DL)= 0.30 k <br /> P (LL)= 3.75 k <br /> P (SEISMIC)= 4.89 k <br /> P (TOTAL)= 8.94 k <br /> M (SEISMIC)= 0.00 k-in (BRACED TRANSVERSELY) <br /> LELNAME: Rack#W1337528.xis Page 15 of 27 1/11/2018 9:10 AM <br />