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ASCE Seismic Demands on Nonstructural Components <br />LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 <br />Project File: FISCHER FLORIA CELL SITE.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Seismic Demands on Nonstructural Components per ASCE 7-16 Section 13.3.1 and 13.4.1 <br />30.0 1.160ftDSS =h = <br />ENC EQU CABIET <br />1.00 4,200.00 15.00 2.50 1.00 0.50 0.50 <br />1,559.047,795.20 <br />1,461.60 <br />1,559.04 <br />z/h : Actual = <br />Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = <br />W =z =R =I = <br />Connections =1,559.04 Connections =1,559.04 <br />P <br />Description : <br />a =P P z/h Design =P ft <br />Fp Lower Limit = <br />GENERATOR <br />1.00 3,414.00 15.00 104.00 1.00 0.50 0.50 <br />30.466,336.38 <br />1,188.07 <br />1,188.07 <br />z/h : Actual = <br />Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = <br />W =z =R =I = <br />Connections =528.03 Connections =1,188.07 <br />P <br />Description : <br />a =P P z/h Design =P ft <br />Fp Lower Limit = <br />a <br />: Component operating weight <br />Fp - Calc'd <br />W P <br />: Component response modification factor (Table 13.5-1 or Table 13.6-1)Fp - Lower <br />: Component importance factor (Section 13.1.3)Fp - Design <br />: Calculated Fp, Eq (13.3-1), Same units as Wp: Component amplification factor, Table 13.5-1 or Table 13.6-1 <br />: Upper Limit on Fp, Eq (13.3-2) ,(Same units as WpFp - Upper <br />R <br />Z <br />P <br />: Lower Limit on Fp, Eq (13.3-3), Same units as Wp <br />I P <br />P <br />: Fp for design purposes, Same units as Wp <br />: Height of point of attachment