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Equipment Anchorage Per 2019 CBC (LRFD) <br />Unit Geometry <br />Unit Dimensions Unit Connections <br />h =84.0 in Nc =6.0 # of conn. <br />L1 =45.0 in Nsc =6.0 # of effective shear conn. <br />L2 =36.0 in Ntc =3.0 # of effective tension conn. <br />Dimensions to Center of Gravity <br />x1 =24.8 in COG or Include 5% ecc. <br />x2 =19.8 in COG or Include 5% ecc. <br />y =56.3 in COG or 2/3*h <br />Loads <br />W p =800 lb Weight of equipment <br />Fph =0.810 *Wp Horizontal seismic force coefficient Ref. ASCE 7-16 §13.3.1 <br />Fpv =0.202 *Wp Vertical seismic force coefficient Ref. ASCE 7-16 §13.3.1 <br />Fph =648 lb Horizontal seismic force Ref. ASCE 7-16 §13.3.1 <br />Fpv =162 lb Vertical seismic force Ref. ASCE 7-16 §13.3.1 <br />Fwh =148 lb Horizontal wind force Ref. ASCE 7-16 Eq. 29.5-1 <br />Shear <br />Vc =216 lb/conn = MAX(Ω0Fph/Nsc, Fwh/Nsc) <br />Tension <br />TW =57.4 lb/conn = Fwh*(h/2)/MIN(L1, L2)/Ntw <br />Tpv =48.9 lb/conn = Fpv*(MAX(x1, L1 - x1)/L1)*(MAX(x2, L2 - x2)/L2) <br />Tph1 =270.1 lb/conn = (Fph*y/L1)/Nte <br />Tph2 =337.7 lb/conn = (Fph*y/L2)/Nte <br />TE =724.2 lb/conn = Tpv + Ω0*MAX(Tph1 , Tph2) <br />CD =162.0 lb/conn = W p*(MIN(x1, L1 - x1)/L1)*(MIN(x2, L2 - x2)/L2) <br />Tc =578 lb/conn = MAX(0, TE - 0.9*CD, Tw - 0.9*CD) <br />Notes: <br />1. Anchors in concrete must be designed in accordance with chapter 17 of ACI 318. Ref. ASCE 7-16 §13.4.2.1 <br />PROJECT <br />PROJECT NO. <br />ITEM <br />Edwards Advanced Catheter Lab TI <br />Load Sheet ENGINEER <br />DATE <br />SHEET NO. <br />7/22/2024 <br />C. Landis <br />S24-0082 <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />3009 S Daimler St <br />11/18/2024