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40-032 BOEING <br /> PALLET RACK DESIGN P.o.sox s�o� <br /> 1 Seattle,Washington 98124-2207 <br /> PROJECT Install Pallet Racks for 40-05 JOB NO. W4963253 <br /> FIG. BY C: Rossell CHECKED BYM. Abdi DATE 01/10/18 REV'D <br /> SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) <br /> BEAM LOADS - <br /> VERTICAL LOAD= 1350 Ib/beam <br /> Md+l+lmp CENTER= 33.18 k-in <br /> Md+l+imp END= 8.30 k-in <br /> Mseismic= 17.90 k-in (No Impact) <br /> Md+l+s END= 23.57 k-in <br /> L= 168" <br /> FOR LBF576 <br /> Fy= 42 ksi <br /> Sx= 1.583 in^3 <br /> Ix= 4.88 in^4 <br /> CHECK DEFLECTION - <br /> �max — � �18�= 0.933 in <br /> 4 <br /> �act - 5w1 = 0.59 in <= 0.933 OK <br /> 384E I <br /> CHECK END CONNECTION- <br /> WELD TYPE: B <br /> WELD OR BEAM CAPACITY: 42.00 "k > 23.57 OK (-44% UNDERSTRESS <br /> CONDITION) <br /> PLATE TYPE: 4 PIN END PLATE; COLUMN THICKNESS: 0.105 " <br /> PLATE CAPACITY: 55.75 "k > 23.57 C?K <br /> Ordinary Moment Frame: <br /> 0.105*SDs= 0.089 Rho= 1.3 <br /> Moment at End of Beam <br /> M= (1.0+0.105"Sds)MD+0.525'`Rho"M(Qe)+0.75'`ML <br /> M= 0.457 + 12.22 + 3.938 = 16.61 <br /> M=MD+0.88*MPL +MI = <br /> M= 0.42 + 4.6 + 2.625 = 5.04 <br /> Moment at Center of Span <br /> LELNAME: Rack#W1337528.x1s Page 10 of 27 1/11/2018 9:10 AM <br />