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' , BY G. OHANIAN RACK DE$I( N & EN( INEERIN( do. <br /> DATE. -3-18 412 WET BROADWAY, BUITE #204 SHEET NO 3 <br /> LENDALE, OA. 91204 JOB NO. RD-19482 <br /> SUBJECT TEL:(818)240-3810 <br /> E-MAIL: rackdeplign1 gmail.com <br /> COLUMN DESIGN <br /> 3" <br /> —. .� Fy=42 KSI rx=601.37 =78 Fe= E2=47 A c=�Fy/Fe = 0.94 <br /> `a� _% Ae=1.56 ( KL rX ) <br /> KL_ 45 <br /> x }— —x Se—_1 5 ry 1.5 =30 Fn=Fy(.658 Xc )=29 KSI Ac<1.5 <br /> t=.105" <br /> =1.3M S •F 61 <br /> _ .�� x n— e y- Pn=Fn .Ae = 45.0K <br /> r <br /> y=1.5 <br /> COMBINED STRESS RATIO <br /> Pex-7 E.Ix=69.0 Oc=1.8 Qc.P+ Slb.Cmx.M _,34<1 <br /> (KL)2 Pn Mn.ax <br /> S�cP _ Ob=1.67 <br /> ax=1—Pex .92 <br /> Cmx=.85 <br /> 3.OK 8.9 :) <br /> BASE PLATE ��„/// <br /> ANCH. TENSION = 0 Q <br /> ANCHOR SHEAR = .16 K c IO 01 �:. t=3/8" <br /> . ' I. ,.a : ° :-1 : <br /> (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. M . ` . . E �— <br /> SIMPSON STRONG BOLT 2 ESR-3037 O <br /> SPECIAL INSPECTION IS REQUIRED �i 6 <br /> 8,. <br /> MOMENT AT BEAM CONNECTION <br /> .5x.10x1 x65=3.4 K BEARING CAPACITY <br /> OF COL. HOLE 7.4"K M <br /> 7/16"0 RIVET <br /> A = .1 Fy = 79 KSI <br /> r 0 <br /> Pa = .1 x79x.4 = 3 K <br /> 8.2"K I ® 0 ill 8.2"K <br /> Ma =(3.0 Kx4")+(1.5 Kx2") = 15.0"K 3 PIN CONN. <br /> CONN. <br /> MEND_.01 xwl 2= 1.2 K <br /> M = 8.2"K M =9.4"K 8.9'K <br /> SEISMIC TOTAL <br />