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. , <br /> Able Energy <br /> Seismic Occupancy Category I I Robb Residence <br /> Setsmic Design Category D <br /> SHe Class D <br /> Level hx Wi(Ib� K w,hk Cvx CvxV Moment <br /> 1 18 54900 1.00 988200 1.00 666 11982 <br /> 2 0 1 1.00 0 0.00 0 0 <br /> 3 0 0 1.00 0 0.00 0 0 <br /> 4 0 0 1.00 0 0.00 0 0 <br /> 5 0 0 1.00 0 0.00 0 0 <br /> 6 40 0 1.00 0 0 0.0 0 <br /> 7 45 0 1.00 0 0 0.0 0 <br /> 8 50 0 1.00 0 0 0.0 0 <br /> 9 55 0 1.00 0 0 0.0 0 <br /> 10 60 0 1.00 0 0 0.0 0 <br /> 11 65 0 1.00 0 0 0.0 0 <br /> 12 100 0 1.00 0 0 0.0 0 <br /> 54901 988200 1.00 666 11982 <br /> TABLE 12.8-2 VALUES OF APPROXIMATE PERIOD PARAMETERS Ct AND z <br /> Structure T pe Cv x <br /> Moment-resisting frame systems in which the frames resist 100°� <br /> of the requtred seismic force and are not enGosed or adjoined by <br /> components that are more ngid and will prevent the grames from <br /> deflecting where subjected to seismic forces: <br /> Type <br /> � Steel moment-resisting frames (0.0724)a 0.8 <br /> Concrete moment-resisting frames 0.016 0.9 <br /> 2 0.0466 a <br /> 3 Eccentrically braced steel frames (O O 03)a 0.75 <br /> 4 All other structural systems (0.0488)8 0.75 <br /> %of Solar Array Demand <br /> Area Pressure (PSF) <br /> w x L= as9 3.00 Arrayl Color Legend: <br /> Input <br /> �`:,Table Look Up Value <br /> . Output <br /> Conversion Factor <br /> Sheet 9 <br /> %= 2.5B% <br /> Less than 10%OK <br /> Added Seismic Base Shear 17 Ibf <br /> Due to PV Arra <br /> The total weight of the proposed arrays in the proposed locations does not cause a greater than 10 <br /> °/a increase in lateral seismic forces experienced by any of the lateral load resisting elements that <br /> this weight is hibutary to,in accordance with 2012 IRC <br />