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PROJECT Air Liquide <br />FOR Modula <br />SHEET NO.8 <br />CALCULATED BY RF <br />DATE 2/27/2023 <br />ANCHOR ANALYSIS: <br />Puplift =(Pseismic - Presisting)x Ω <br />=(14500 LB- 33359 LB)x2 <br />-37,719 LB <--No Uplift <br />Puplift Per Base Plate =0 lb OVERSTRENGTH FACTOR =2.0 ASCE 15.5.3.1 <br />ALLOWABLE TENSION =2660 LB <br />V Per Base Plate =3,252 LB ALLOWABLE SHEAR =2524 LB <br />(Corner Plates Anchored only )# OF ANCHORS PER CORNER BASE PLATE =2 <br />INTERACTION EQN. PER 4.2.2 OF ICC ESR-4266 <br />[Ps/Pt] + [Vs/Vt] ≤ 1.2 <br />COMBINED STRESS =[0 LB/(2660 LB x 2)] + [3252 LB/(2524 LB x 2)] <br />=0.64 ≤ 1.2 OK <br />USE (2) 5/8"Ø Hilti KB TZ2 x 3-3/4" embedment MIN. EMBED. (ESR - 4266) PER BASE PLATE. <br />TOTAL 8 BASE PLATES. <br />BOLT ANALYSIS: <br />Tension Force = LB <br />Shear Force =3,252 LB <br />No. of Bolts Per Plate =2 <br />Tension Strength =φ x Fn x Ab x # of Bolts Diameter =0.63 IN <br />=0.75 x 113000 x 0.307 x 2 Area =0.31 IN^2 <br />=52,037 lb OK Fnt =113 KSI <br />Fnv =68 KSI <br />Shear Strength =φ x Fn x Ab x # of Bolts <br />=0.75 x 68000 x 0.307 x 4 <br />=62,628 lb OK <br />Combined Tension And Shear =φ x Fnt x Ab x # of Bolts <br />=1.3Fnt - Fnt/(φFnv) x frv x 6 <br />=1.3 x 113000 - 113000/ 0.75 x 68000 x 3252.1125 x 6 <br />=838,166 LB OK <br />USE (2) anchors per corner plate (8 anchors per machine) <br />MATERIAL HANDLING ENGINEERING <br />TEL: (909) 869-0989 / FAX: (909) 869-0981 <br />INC. <br />SEIZMIC