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• • <br /> Calculation: Existing(3)bay rack system <br /> Rack Type-Existing Storage Rack with(3)bays(with(4)LMT-30 posts&(2)layers of LBF 454 beams&a non-loadable upper shelf <br /> Existing Rack Framing Members <br /> r21.y� <br /> Beams: LBF 454 •ss I <br /> 4•n <br /> 1eF454 t <br /> Posts: LMT 30 <br /> Loads Beam dimension&section properties: <br /> Beam+shelf self-wt: 3.86 plf(per mfg catalog) Span: 126 in max.(per field measure.) <br /> Max.Load listed on shelf framing: 3000 lb per shelf(uniform load) Fy: 50 ksi (Assumed) <br /> Max.load per mfg catalog: 4939 lb per shelf(uniform load) Sx_top: 1.03 in3 <br /> Design load: 3000 lb per shelf(uniform load) Sx_bot: 1.14 in3 <br /> Ix: 2.436 in4 <br /> Thickness: 14 ga. <br /> Beam Check Weight: 3.3 plf <br /> Design Uniform load per beam: 1500 lb Area: 0.971 in2 <br /> Design dist.Load: 146.7 plf(includes shelf self-wt) Note: See below for full section prop. <br /> Induced Mom: 24.3 k-in. <br /> Allow.Mom: 34.3k-in. nJF_. PIF('F ("`! rCF!'l REAMS <br /> Unity check: 0.71 OK6 BRACKET STANDARD +� <br /> Zv.1 s1a- <br /> Deflection Check: 4 454 <br /> ' <br /> Span: 126 in. in LBF404 I L83 'Dist.Load: 12.2 lb/in. ��_ F45 <br /> Deflection: 0.57 in. G! n w <br /> Max.Deflection listed in mfg catalog: 0.62 in. i a a <br /> ?C 13529 C.08 34. <br /> Note: 3000 lbs\lax.load listed on rack frame is acceptable 32 12447 C.1C 36 <br /> 3d 11526 Olt 38 <br /> 3T 10372 C.14 42 <br /> loon 015 43 <br /> 4C 9430 C.17 45 <br /> 42 EN:, 0.19 48 <br /> 44 8410 C.21 50 <br /> 46 7 V/9 0.24 53 <br /> ea 759D 0.26 55... <br /> S0 ?237 0.39 5? <br /> 52 b915 037 6C <br /> 54 6.62 0.35 62 <br /> SO 6483 036 63 <br /> 56 6350 0.38 65 <br /> 58 6 101 0.41 67 <br /> 60 5871 044 69 <br /> 62 5658 OA7 72 <br /> 64 5.4.59 05) 74 <br /> Ei+off Ch i PMTi'. <br /> /4 4 715 068 55 <br /> 77 451C 0.75 119 <br /> 80 4754 090 92 <br /> 86 _. 3-625 047 99 <br /> 92 3.125 093 1(e <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 /> Racking Shelf Beam-Section Properties <br /> Overall <br /> Depth 45 1B <br /> 1 15 Page 5 of 14 <br />