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ASCE Seismic Demands on Nonstructural Components <br />LIC# : KW-06017805, Build:20.23.2.14 MS CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 <br />Project File: BM.ec6 <br />Project Title: <br />Engineer: <br />Seismic Demands on Nonstructural Components per ASCE 7-16 Section 13.3.1 and 13.4.1 <br />30.0 DSS =h = <br />HVAC WT. = 1100LB <br />2.50 1,100.00 30.00 6.00 1.00 1.00 1.00 <br />819.502,622.40 <br />491.70 <br />819.50 <br />z/h : Actual = <br />Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = <br />W =z =R =I = <br />Connections =819.50 Connections =819.50 <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 <br />ft 1.05 <br />5 <br />100 N Harbor Blvd #C-3 - <br />101118438, 20182225, <br />30146961, 4013888710/31/2024