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Fence Post Anchorage Design <br />Induced loads on anchors ASD) <br />Ind. Mom: 4.58 k-in. Ind. Mom: 381.88 lb-ft. <br />Ind. Shear: 96.8 lb Ind. Mom: 4.5825 k-in. <br />See previous pagefor analysis Ind. Shear : 96.8 lb <br />Fixture Geometry: <br />Height: <br />3.25 ft <br />Post spacing: <br />96.8 ft <br />Base pl width: <br />6.0 ft <br />Base pl depth: <br />6.0 ft <br />Base 0 thickness : <br />0.438 in. <br />(#) of Shear Conn: 4 <br />(#) of Uplift Conn: 2 <br />Induced loads on anchors (LRFD) <br />Ind. Mom: 611 lb-ft. <br />Ind. Mom: 7.332 k-in. <br />Ind. Shear: 154.9 lb <br />See the following page.for allowable loads <br />Post Connection to Floor Structure <br />Connection Properties <br />Anchor Capacities <br />Try: (4) 1/2" diameter Hilti KH-EZ <br />Min. Cone. f'c: 2500 psi <br />Tallow: <br />1944.0 <br />lb [LRFD] <br />Screw Anchors, 2-1/4" nom. <br />Min. Spacing: 4 in <br />Vaiiow: <br />3929.0 <br />lb [LRFD] <br />Embed. & 1.52" eff. Embed. At <br />Min. Slab Thickness: 4.5 in <br />V": <br />155 <br />lb [LRFD] 0.039 <br />each post <br />Min. Edge Dist.: 4 in <br />Te: <br />1637 <br />lb [LRFD] 0.842 <br />ICC ESR Report: ICC ESR-3027 <br />Comb. Unity: <br />0.76 <br />OK <br />Base plate design: <br />Ind mom: <br />4.583 k-in. <br />Base plate width: <br />6 in. <br />Base plate depth : <br />6 in. <br />Base plate thickness : <br />0.438 in. <br />Fy: <br />36 ksi <br />Zx: <br />0.287 in3 <br />Sx: <br />0.191 in3 <br />Allow Tension: <br />6.189 k-in. <br />Unity check: <br />0.74 OK <br />Out of Plane Weld Connection <br />Vy : 0.097 k <br />Vert <br />Mx_x: 4.55; I: -in <br />Axial Tension, N, : 0.000 k <br />'eld Design: <br />Weld Metal Nominal Stress, Fold: <br />70 ksi <br />Weld Safety Factor, S2 : <br />2.00 <br />Allow.Weld Stress, 0.6Fnw /f1w : <br />21 ksi <br />Min. effect. Throat, (E)mi..: <br />0.073 in. <br />Weld Type: <br />Fillet <br />Fillet weld Leg: <br />0.1250 <br />Effective Area of Weld, Awe: <br />0.088 <br />Required Weld Stress: <br />17.29 ksi <br />lReidPAiddleton <br />Design Method: ASD <br />Weld Stress: <br />Axial Stress, fz = 1.5275 ksi *(1/AWe) <br />Vert. Stress, f, = 0.0161 ksi *(1/AWe) <br />= 1.5276 ksi *(1/Awe) <br />b: 1.5 in. <br />d: 1.5 in. <br />J = h: 4.5 in.3 Lweia: 6 in. <br />Ix: 2.25 in.3 yrop: 0.8 in. <br />in. Note: n/a y%,: -0.8 in. <br />in. 2/in. Iy: 2.25 in.3 RT,: 0.8 in. <br />0.823 OK zo.,.: -0.8 in. <br />Sx T.P: 3 in.z <br />Sx Bot: '3 in. <br />z <br />Sy_Top: 3 in.2 <br />S Bo,: -3 in.2 <br />28 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: 1131 /2024 <br />Client: Sazan Group Job No.: 262024.01 1 <br />Pace 6 of 11 <br />