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Floor Mounted Equipment Anchor Forces (ASD) <br />Unit Properties <br />Unit <br />Unit and Curb Weight, Wp =586 lbs <br />Equipment Width, WE =46 in <br />Equipment Length, LE =74 in <br />Anchorage Width, WA =49 in <br />Anchorage Length, LA =62 in <br />Height, H =34 in <br />Center of Projected Area, CA =17 in <br />Anchor Layout <br />Nanchors, W = <br />Each Side, Parallel to W 2 <br />Nanchors, L = <br />Each Side, Parallel to L 2 <br />Shared Corner Anchors <br />(If YES, then 100+30 considered)YES <br />NAnchors, Total = 4 <br />Forces on Unit (ASD) <br />Design Wind Force, Fh =17.0 psf <br />Design Wind Force, FV =13.4 psf <br />Total Horiz Force, Hw (Parallel to W) = Fh*H*LE = 297 lbs <br />Total Horiz Force, Hw (Parallel to L) = Fh*H*WE = 185 lbs <br />Total Vertical Force, Tw = Fv*WE*LE = 318 lbs <br />Overtunring Parallel to W <br />Mult = HW*H/2 =5.1 k-in <br />Mresist = .6*Wp*WA/2 =8.6 k-in <br />Overtunring Parallel to L <br />Mult = HW*H/2 =3 k-in <br />Mresist = .6*Wp*WA/2 =11 k-in <br />Forces on Anchors (ASD) <br />Tult (OT Parallel to W) =+FV =43 lbs <br />NAnchors, Total <br />Tult (OT Parallel to L) =+FV =17 lbs <br />NAnchors, Total <br />Tult (ASD) =Tult (OT Parallel to W) ==43 lbs <br />Vult (ASD) =HW (MAX) / NAnchors, Total =74 lbs <br />(LA * Nanchors, W) <br />AC-8, 13 <br />( Mult - Mresist ) <br />(WA * Nanchors, L) <br />( Mult - Mresist ) <br />H:\2024\240417\4_Engineering\240417.Equip Anchorage <br />3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com <br />**Seismic Governs <br />5.0 <br />OCT 2024