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. o-oa.� BOEING <br /> PALLET RACK DESION P.O.Box 3707 <br /> . Seame.wesmny�on eet2�•2zo� <br /> PROJECT Nletal Parts and Miscellaneous Metals JOB NO. W438311 <br /> FIG. BY B. BABCOCK CHECKED BY ul.ABDI DATE 03/OB/11 REV'D <br /> COLUMN DESIGN(CONTI- <br /> FOR LM30/15 <br /> Fy= 42 ksi <br /> Lx= 92.0 in <br /> Ly= 78.0 in <br /> Kx= 1.00 (LONGITUDINAL) <br /> Ky= 1.00 (TRANSVERSE) <br /> A= 1.384 In^2 <br /> Ix= 2.128 IM4 <br /> rx= 1.230 in <br /> ry= 1.4731n <br /> Sx= 1.417 iM4 <br /> Sy= 1.094 iM4 <br /> z <br /> C� = 2F E = ite.� <br /> r <br /> (kl/r)z= 74.8 <-••••------GOVERNS <br /> (kl/r)y= 53.0 <br /> Fa= 17.8 ksi <br /> Pa= 24.7 k <br /> CHECK DL+LL• I <br /> P/Pa=(3.40/24.65)= 0.138 < 1.00 OK <br /> FOR TRANSVERSE SEISMIC LOADING- <br /> P/Pa=(8.48/24.85)= 0.262 < 1.33 OK <br /> FOR LONGITUDINAL SEISMIC LOADING- <br /> Fb=0.8'Fy= 25.2 ksl <br /> Ma= Fb'Sz= 35.7 k•In <br /> P/Pa+M/Ma=(3.4/24.65)+(12.89I35.71)= 0.499 < 1.33 OK <br /> FILELNAME: HuckMW09B311.x1s P8y8 12 O�23 3�8I2011 B22AM <br />