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Loading @ mid rail. <br />Loading @ bottom rail: <br />Loading @ Intermediate post: <br />Dist. Load: 5 psf <br />Dist. Load: <br />5 psf <br />pt. load from mid rail: <br />32.5 lb <br />Trib width: 1.625 ft. <br />Trib width: <br />1.625 ft. <br />pt. load location: <br />3.583 ft. <br />span: 4 ft. <br />span: <br />4 ft. <br />pt. load from hot. rail: <br />32.5 ft. <br />Dist. Line load: 8.125 plf <br />Dist. Line load: <br />8.125 plf <br />pt. load location: <br />0.333 ft. <br />Ind. Mom: 16.25 lb-ft. <br />Ind. Mom: <br />16.25 lb-ft. <br />span: <br />8 ft. <br />Ind. Mom: 0.195 k-in. <br />Ind. Mom: <br />0.195 k-in. <br />Top rxn: <br />15.91 lb <br />Ind. Shear: 16.25 lb <br />Ind. Shear: <br />16.25 lb <br />Bot. rxn: <br />49.09 lb <br />DLB L 1x1x118" - OK by inspection <br />L 1x1x1/8" - OK by inspection Ind. Mom: <br />70.28 lb-ft. <br />Ind. Mom: <br />0.843 k-in. <br />DLB L lxlx]18" - OK by inspection <br />Loading @ top rail: <br />Loading @ HSS Post: <br />pt. load from 1st Intermediate post: <br />15.9 lb <br />Pt. load from top rail: 31.82 lb <br />pt. load location: <br />4 ft. <br />pt. load location: 8 ft. <br />pt. load from 2nd Intermediate post: <br />15.9 ft. <br />Pt. load from mid. Rail: 32.5 ft. <br />pt. load location: <br />8 ft. <br />pt. load location: 3.583 ft. <br />span: <br />12.125 ft. <br />span: 8 ft. <br />Pt load from hot. Rail 32.5 <br />pt. load location: 0.333 ft. <br />Rxn at ends: <br />15.91 lb <br />Ind. Mom: <br />63.65 lb-ft. <br />Rxn at hot: 96.82 lb <br />Ind. Mom: <br />0.76 k-in. <br />Ind. Mom: 381.9 lb-ft. <br />L1-1/2x1-1/2x3/16"-OK by inspection <br />Ind. Mom: 4.583 k-in. <br />lReidrAiddleton <br />Zx: 0.347 in3 <br />Fy: 36 ksi <br />Allow Mom: 7.48 k-in. <br />Unity check: 0.613 OK <br />1-1/2" X 1-1/2"X 14 Ga. Fence Post w/ 1-1/2" x 1-1/2" x 1/8" angles on ea side <br />Okay <br />Georr iebk Properties <br />Prindpal Proport{iiis <br />Torsion Properties <br />Arm <br />0.812 in^2 <br />11 <br />0.671 in-1 <br />C. <br />0.016 m^6 <br />lit <br />0.208 in^4 <br />a <br />0.109 in-4 <br />H <br />(1.951 <br />UY <br />0.000 W4 <br />Sl+ <br />0.384 in13 <br />l <br />0.278 P^4 <br />ly <br />0.671 m^4 <br />Sl- <br />0.304 W3 <br />Xs <br />0.000 in <br />S.. <br />0.417 in^3 <br />S2� <br />D.417 in•3 <br />Y. <br />0.026 in <br />5x- <br />0.207 W" 3 <br />52- <br />0.207 In^3 <br />w <br />1.046 ..; <br />sy+ <br />0.384 m^3 <br />rl <br />0.893 in <br />81 <br />0.000 it <br />Sy- <br />0.384 in^3 <br />r2 <br />0.496 n <br />Xe <br />0.000 in <br />c <br />90.000 del <br />Plastic Properties <br />Yc <br />a252 in <br />Xpna <br />0.000 m <br />rx <br />0.496 In <br />Overall Properties <br />ypna <br />0.438 in <br />ry <br />0.893 in <br />rwift <br />I :M in <br />7v <br />n 147 i.11 <br />Perimeter <br />10.513 m <br />xY <br />0.001 ;n^3 <br />Pouf Properties <br />Wex)W <br />U.UUS Kin <br />1p <br />0.879 m14 <br />"h <br />3.500 in <br />rP <br />1.022 in <br />Y <br />�k <br />728 134th St. SW, Ste 200, Everett, WA 98204 1 (425) 741-3800 <br />Project: Boeing Bldg 40-56 Pg. No: <br />Address: 3003 W Casino Rd, Everett, WA 98204 Date: 1/31/2024 <br />Client: Sazan Group Job No.: 262024.011 <br />Paae 5 of 11 <br />