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Calculation: Hanging Unit Support 1,1-31 <br />Mechanical Unit Dimensions and <br />Unit Description: AHU-1 <br />Weight: 185 lbs <br />(larger dim.) Length: 58.0 in. <br />Width: 22.0 in. <br />Height: 24.0 in. <br />Gravi Su ort strut <br />Lateral Transfer Strut <br />rtical Drop Rod <br />Rigid or Cable Brace <br />Seismic Type: -insert Unit Seismic C&C Description <br />Fp_Horiz. • 0.48 * Wp FP ven.: 0.19 * Wp S2o : 2.00 <br />Total Horiz. (Seismic) FP-Horiz.: 88.6 lbs (LRFD) -- > 62 lbs (ASD) <br />Total Vert. (Seismic) Fp_vert,: 35.4 lbs (LRFD) -- > 24.8 lbs (ASD) <br />z. Brace Angle: <br />deg. (Min) Vert. Brace Angle: <br />deg. (Max) 45 deg. <br />FHoriz_Bram <br />Per Brace Loading: <br />FHoriz_Brace: 44 lbs (LRFD) <br />Fven_Brace: 44 lbs (LRFD) <br />PBraee: 63 lbs (LRFD) <br />Brace Type: Rigid <br />Mechanical Support Plan View: <br />Mechanical Support <br />Brace Section: <br />Strut Platform Member Design (ASD): <br />(1f Req'd) <br />Induced Loading <br />Manufacturer: <br />Unistrut <br />P loaded at: Center of Gravity <br />Compression, P.: 0.00 lb <br />Try: <br />P1000 T <br />Pall.: <br />1.12 k (CFS) <br />Vertical Ma,: 1731 lb -in <br />Width, b: <br />1.63 in <br />P om,allow: <br />10.18 k <br />Loads Va.x: 105 lb <br />Depth, d: <br />1.63 in <br />Process for Mx,allow: <br />Calculated <br />M 512 lb -in <br />Area: <br />0.56 in <br />Calc. Mx,allow: <br />3555 lb -in <br />,Y: <br />Lateral Loads <br />Vu,Y: 31.0 lb <br />Ix: <br />0.16 in <br />CFS M.,allow: <br />0 lb -in <br />IY: <br />0.20 in <br />Mx,allowto Use: <br />3555 lb -in <br />Deflection Analysis <br />Span: <br />66 in <br />Calc. My,allow: <br />4808 lb -in <br />Allowable Vert Defl.: L/ 240 <br />L _x: <br />5.50 ft <br />CFS My,allow: <br />0 lb -in <br />Allowable Lat Defl.: L/ 240 <br />L _Y: <br />5.50 ft <br />My,allowto Use: <br />4808 lb -in <br />E: <br />29000 ksi <br />O_nieal: 0.121 in -> L / 543.3 OK <br />Alateral: 0.032 in-> L / 2068 OK <br />iity Check Analysis: <br />S2C : 1.80 Cmx: 1.0 a x: 1.00 PEx: 10.33 <br />nb: 1.67 <br />Cn,Y: 1.0 <br />Vertical Support Rod at Brace De <br />PDL: 0.046 <br />PSeismic Vert: +/- 0.01 <br />PSeismic Brace Vert (Tens,): 0.04 <br />PSeismic Brace Vert (Comp.): -0.04 <br />Ttnax: 0.083 <br />Cmax: -0.009 <br />a Y: 1.00 PEy: 13.18 <br />kips [1/4*(Unit DL)] <br />kips (LRFD) <br />kips (LRFD) <br />kips (LRFD) <br />kips (ASD) [D+0.7E] <br />kips (ASD) [0.6D+0.7E] <br />Try: 3/8 in Dia. A36 Threaded Rod <br />Stiffened Rod Required <br />Tallow: 1.68 kips 0.05 O h <br />Callow: 0.29 kips 0.00 O k <br />Brace @: 20 in. O.C. <br />Unity Checks: <br />Kx: 1.00 0.59 OK Unity Check [Eq. C5.2.1-11 <br />Lx: 66 in. 0.59 OK Unity Check [Eq.C5.2.1-2] <br />KY: 1.00 0.59 OK Unity Check [Eq. c5.2.1-3] <br />L,: 66 in. <br />3228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />WJect: Starbacks-Broadway & 10th Pg. No: C -I <br />\ddress: 1010 N Broadway, Everett, WA 98201 Date: 3/19/24 <br />Aient: Graphite Design Group Job No.: 24084 <br />