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-� SHUTLER JOB T�RKA poWrR l3i-o6 A ` I-I-VAC <br /> ��- CONSULTING SHEET No. S-? OF <br /> ENGINEERS, INC. CALCULATED BY: PIC <br /> 12503 Bel-Red Road,Suite 100 DATE: L- 7 e 2-q <br /> Bellevue,WA 98005 <br /> (425)450-4075 -- FAX(425)450-4076 SCALE: . <br /> RTU _ 19G(0 5'0 2o5 9 <br /> UNIT DATA: <br /> Unit Base Weight 2059 lbs. Unit Dimensions Curb Dimension <br /> Economize 0 lbs. Height= 48.7 in. Height= 18 in. <br /> Curb 182 lbs. Length = 131.5 in. <br /> Total Weight 2241 lbs. Width = 48.5 in. <br /> SEISMIC: <br /> ASCE 7-16 <br /> 13.3 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS <br /> 13.3.1 SEISMIC DESIGN FORCE <br /> 13.3.1.1 HORIZONTAL FORCE <br /> ap= 2.5 ....... Table 13.6-1 <br /> SDS= 0.925 ....... Section 11.4.5 <br /> Rp = 6.0 ....... Table 13.6-1 <br /> Ip= 1.0 ....... 13.1.3 <br /> Z= 48.70 in. ...... z-h <br /> h = 48.70 in. <br /> WP= 2241 Ibs. <br /> Fp= (0.4*ap*SDs*Wp) * (1+2(z/h))/(Rp/Ip) 1036.5 lbs. <______= Controls <br /> Fp< 1.6SDs*Ip*Wp = 3316.7 lbs. <br /> Fp>0.3SDs*Ip*Wp = 621.9 lbs. <br /> Fp=0.7 x Fp `726 (ASD) <br /> I} <br /> jl <br />