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LATERAL ANALYSIS: <br />SEISMIC LOAD: <br />RISK =II Ip = 1.00 z = 0.0 <br />Fa = 1.20 Rp = 1.5 r = 1.0 <br />SS = 1.28 ap = 1.0 <br />SMS = 1.53 Ω = 2.0 <br />SDS = 1.02 <br />Fp (MAX)=1.6SDSIpWp = 1.63 Wp ASCE 7-16 EQ. 13.3-2 <br />Fp =0.4apSDSIp(1+2z/r)/RpWp = 0.27 Wp ASCE 7-16 EQ. 13.3-1 <br />Fp (MIN)=0.3SDSIpWp = 0.31 Wp ASCE 7-16 EQ. 13.3-3 <br />Fp = 0.31 Wp (LRFD) <br />NON-STRUCTURAL UNIT: <br />ROBOT = 3528 lb C.O.G. HT.= 5.24 ft <br />PART WT.= 693 lb PEDESTAL HT.= 0.00 ft <br />TOTAL WEIGHT = 4221 lb ARM REACH = 10.31 ft <br />HEIGHT = 7.86 ft FE = 1293 lb <br />WIDTH = 4.00 ft <br />LENGTH = 4.00 ft <br />WEIGHT = 263.81 psf <br />OVERTURNING ANALYSIS: SEISMIC <br />LATERAL = 1293 lb <br />MOT = 13918 lb-ft <br />MRE = 5874 lb-ft →ANCHORAGE TO RESIST OT! <br />MNET = 8044 lb-ft <br />OVERTURNING ANALYSIS: PARTS <br />MOT = 7145 lb-ft <br />ANCHORAGE <br />TOTAL MOMENT = 15189 lb-ft <br />TOTAL SHEAR = 1293 lb <br />ANCHORAGE WITH OVERSTRENGTH (Ω) <br />TOTAL MOMENT = 30378 lb-ft <br />TOTAL SHEAR = 2585 lb <br />2021 IBC, 2022 CBC, 2022 LABC/LACBC <br />PLUMP Engineering, Inc. <br />914 E. Katella Ave. <br />Anaheim, California 92805 <br />P:714.385.1835 x 113 F:714.385.1834 <br />www.peica.com <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024