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, o-oa.� BOEING <br /> PALLET RACK DESIGN P.o.eo■a�o� <br /> . sean�e.weaniny�on ee�za-�o� <br /> PROJECT Metal Perts and Miscelleneous AAetals JOB NO. W438311 <br /> FIG. BY B. BABCOCK CHECKED BY d.ABDI DATE 03/08/11 REV'D <br /> SEISMIC LOADING•LONGITUDINAL DIRECTION fcontl <br /> BEAMLOADS- <br /> VERTICAL LOAD= 1700 Iblbeam <br /> Md+l+lmp CENTER: 28.58 k-In <br /> Md+l+lmp END= 7.14 k•in <br /> Mseismic= 8.13 k•In (No Impact) <br /> Md+l+s END= 1527 k•in <br /> L= 188• I <br /> FOR LBC55 <br /> Fy= 42 ksi <br /> Sx= 2.045 in^3 <br /> Ix= 5.795 iM4 <br /> Fb= 0.6 'Fy= 252 ksl <br /> ................. <br /> M all=Sz'Fb=2.0453'25.2= 51.54 k-in >= 28.58 OK <br /> CHECK SEISMIC- <br /> (4/3) ' Mall- 88.72 k-in >= 15.27 OK <br /> CHECK DEFLECTION- <br /> .1me' = I /180= 0.933 in <br /> a <br /> �eC 384EI 0.62 in <= 0.933 OK <br /> CHECK END CONNECTION• <br /> W F.LD TYPE: 8 <br /> WELD OR BEAM CAPACITY: 42.00 'k > 1527 OK (-84%UNDERSTRESS <br /> CONDITION) <br /> PLATE TYPE: 4 PIN END PLATE; COLUMN THICKNESS: 0.105 ' <br /> PLATECAPACITY: 55.75 'k > 1527 OK <br /> FILELNAME: FackMW438711.x1s P8J8 B O�23 3/B/2011 B22 AM <br />