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40-23.1 BOE/NG <br /> PALLET RACK DESIGN I���ox 3�0� � <br /> U Washington 98124-2207 <br /> PROJECT New Pallet Rack- Fourth Floor JOB NO. W3928716 <br /> FIG. BY C. Rossell CHECKED BYM. Abdi DATE 03/16/16 REV'D <br /> SEISMIC LOADING-LONGITUDINAL DIRECTION (cont) <br /> BEAM LOADS- <br /> VERTICAL LOAD= 1200 Ib/beam <br /> Md+l+lmp CENTER= 29.40 k-in <br /> Md+l+lmp END= 7.35 k-in <br /> Mseismic= 45.33 k-in (No Impact) <br /> Md+l+s END= 50.37 k-in <br /> L= 168" <br /> FOR LBC60A <br /> Fy= 42 ksi <br /> Sx= 3.142 in^3 <br /> Ix= 9.587 in^4 <br /> CHECK DEFLECTION - <br /> OmaX=I /180= 0.933 IIl <br /> a <br /> Dact = 5w1 = 0.27 in <= 0.933 UK <br /> 384E I <br /> CHECK END CONNECTION- <br /> WELD TYPE: B <br /> WELD OR BEAM CAPACITY: 48.96 "k < 50.37 NG (3%OVERSTRESS <br /> CONDITION) <br /> PLATE TYPE: 4 RIN END PLATE; COLUMN THICKNESS: 0.1196 " <br /> PLATE CAPACITY: 55.75 "k > 50.37 OK <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 + 30.94 + 3.465 = 34.86 <br /> M=MD+0.88*MPL +MI = <br /> M= 0.42 + 4.1 + 2.31 = 4.49 <br /> Moment at Center of Span <br /> RMI 2.1 Load Combination 5: DL+0.88P�+ IL <br /> LEWAME: W3928716-14'Pallet Rack.xls �-9f�' 3/17/2016 9:07 AM <br /> � �� �, <br />