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• • <br /> 11 1.107 on. <br /> 08534 <br /> • K e PeM d 3.Depth 3 r2 1274o in. <br /> 7enmeter IBn in a 89.79 deg <br /> Weight 0.0023K/11 r2 .274n <br /> r2 1.118 in <br /> S1+ 0.7368 m' <br /> e s <br /> I J <br /> Geometric Properties St 07358 in' <br /> Area 0.6825 on' S2. 0.5T55 m' <br /> Ix 0.8534 m' S2- 0.5594 in' <br /> L -,_ ly 1 107 on' <br /> Ixy0.0009 in' Polar Properties <br /> tx 1.118,n <br /> 1 274 ID 1.961,n' <br /> ry on05771 T. 1.595 m <br /> Sx+ on.Sx OS61 in' Plastic Properties <br /> A'+ 07378 m' <br /> Zx <br /> 0.6826 in' <br /> Sy- OT388 in' Zy U.B2J3id <br /> X< 0001 m Xf.,na 0 m <br /> Sc 00213m 'kna -01144,n <br /> Axial capacity calculation per AISI S 100-16-Section E4.2 <br /> Fy: 50 ksi Geometric flange plus lip properties for C-section: <br /> Ag: 0.859 sq.in. Per AISI S100-16-Appendix 2(Table 2.3.1.3-1) <br /> Ae: 0.683 sq.in. flange leg: 3 in. <br /> Py: 42.94 k =Ag Fy eq.E4.2-7 Af: 0.538 sq.in. <br /> Py_net: 34.13 k =Ae Fy eq.E4.2-8 d: 0.75 in. <br /> Jf: 0.0009 in4 <br /> Kx: 1 Ixf: 0.011 in4 <br /> Lx: 54 in. lyf. 0.323 in4 <br /> rx: 1.118 in. Ixyf 0.03 in4 <br /> to: 0.28(Poissons ratio for steel) Cwf: 0 <br /> G: z ow° Xof 1.2 in. <br /> kofe Elastic rotational stiffness provided by the flange to the hxf: -1.8 in. <br /> flange/web juncture hyf. 0.075 in. <br /> k6fe 1814 ksi Lo,d: 20.1 in. Per eqn.2.3.1.3-7 <br /> k5W, 1262 psi L: 20.1 in. <br /> k� 0 <br /> ktfg , 0.07 <br /> k,wg : 0.001 <br /> Fcrd: 43059 ksi <br /> Pcrd: 36979 k <br /> Xd: 0.034 eq.E4.2-3 <br /> 1d1: 0.446 eq.E4.2-4 <br /> d2- 1.319 eq.E4.2-5 <br /> Pd2: 25.27 k <br /> ad:<_ kdt: So,equation E4.2-1 applies <br /> Pnd:=Pynet <br /> Pnd: 34.13 k <br /> ilc: 1.8 <br /> Allow.Axial load: 18.96 k This is less than mfg listed allowable load,but it is still greater than the induced axial load.So,existing post <br /> is good for the listed rack loading <br /> 728 134th St.SW,Ste 200,Everett,WA 98204 I (425)741-3800 <br /> Project: Boeing Bldg 40-31/40-03 Pg.No: <br /> Reid iddleton Address: 3003 W Casino Rd,Everett,WA 98204 Date: 9/11/2023 <br /> Client: Sazan Group Job No.: 26.2023.057 <br /> sl i 15 ParaRof14 <br />