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I <br />f RACK DESIGN <br />FIG. BY <br />SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) <br />DATE <br />P. 0. Box 3707 <br />96124-2207 <br />ALL SHELVES LOADED <br />ONLY TOP SHELF LOADED <br />MAXIMUM DOWNWARD LOAD (kip) = <br />2.75 + 0.2 + 3 = 5.95 <br />1.51 + 0.2 + 1.5 = 3.21 <br />BASE UPLIFT LOAD TO BE <br />RESISTED BY ANCHOR BOLTS (kip) = <br />2.75- 0.9'0.20 + 3.00) _ -0.13 <br />1.51-0.9'(0.20 + 1.50) _ -0.02 <br />COLUMN DESIGN - <br />CASE 1: DL + LL + SEISMIC (LONGITUDINAL) <br />P (DL) = 0.20 k <br />P (LL) = 3.00 k <br />P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) <br />P (TOTAL) = 3.57 k <br />M (SEISMIC) = 10.49 k-in <br />CASE 2: DL + LL + SEISMIC (TRANSVERSE) <br />P (DL) = <br />0.20 k <br />P (LL) = <br />3 00 k <br />P (SEISMIC) = <br />1.92 k <br />P (TOTAL) = <br />5.50 k <br />M (SEISMIC) = <br />0,00 k-m (BRACED TRANSVERSELY) <br />LELNAME. 40-04 01 W 1779152 X15 Page 10 of 14 3,712013 9.26 AM <br />