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<br />IX.) Overall Moment Stability (Overturning): <br /> <br />Wedgewood 2107 . <br /> <br />Resisting Moment: <br /> <br />Dead loads above slab: <br />Roof area: <br />Dead Weight: <br />Total Weight = <br /> <br />Exterior Walls: <br /> <br />Wall height: <br />Unit weight: <br /> <br />Total Weight = <br /> <br />Interior Walls: <br /> <br />Wall height: <br />Unit weight: <br />T otal Weight = <br /> <br />Total Resisting Dead Load (W) : <br /> <br />Dead Load Moment Arm ( I ) : <br />Resisting Moment (RM) = <br /> <br />Overturning Moment: <br />U rtt <br /> <br />W(1) <br /> <br />2107.0 sf <br />11.8 psf <br />24862.6 lbs <br /> <br />(Neglect overhang; conservative) <br /> <br />24862.6 <br /> <br />192.0 If <br /> <br />8.0 ft <br />11.0 psf( SBC Appendix A) <br /> <br />16896.0 lbs <br /> <br />16896.0 <br /> <br />143.0 If <br /> <br />8.0 ft <br />8.0 psf( SBC Appendix A) <br />9152.0 lbs <br /> <br />9152.0 <br />50910.6 lbs <br /> <br />Total Resisting Dead Load = <br /> <br />50910.6 lbs <br /> <br />19 ft, Width / 2 <br />967.3 ft-kips <br /> <br />U(1) + P(h) <br /> <br />Jpn <br />" ..". . '," <br />.,.'... Height: 0-15.,..,,' 15-20 .' 20-40 40-60 <br /> Roofarea: 2107.0 0.0 0.0 0.0 <br /> Gross Uplift : -21.0 -23.0 -28.0 -31.0 <br />Total Uplift (U) = -44247.0 0.0 0.0 0.0 <br />Moment Arm (1) : 19.0 19.0 19.0 19.0 <br /> Uplift Moment = -840.7 0.0 0.0 0.0 <br /> <br />Horizontal Pressure: <br /> <br />sf <br />psf <br />lbs <br />ft <br />ft-kips <br /> <br />, Height: 0-15 15-20 20-40 40-60 <br /> Pressure: 31.5 34.5 42.0 46.5 <br />Contrib. Height: 15.0 1.0 -4.0 -24.0 <br />Total hz. Pressure = 472.5 34.5 0.0 0.0 <br />Moment Arm (1) : 7.5 15.5 18.0 28.0 <br />Unit Pres. Moment= 3.5 0.5 0.0 0.0 <br />Hz. Pres. Moment = 205.5 31.0 0.0 0.0 <br /> <br />sf <br />If <br />lbs/lf <br />ft <br />ft - ki <br />ft <br /> <br />Page 6 <br /> <br />