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<br />.' '. <br /> <br />. . <br />'IX.) Overall Moment Stability (Overturning): <br /> <br />Wedgewood Manor (2066) <br /> <br />Resisting Moment: W(I) <br /> <br />Dead loads above slab: <br />Roof area: <br />Dead Weight: <br />T otal Weight = <br /> <br />Exterior Walls: <br /> <br />Wall height: <br />Unit weight: <br /> <br />2066.0 sf <br />11.8 psf <br />24378.8 lbs <br /> <br />(Neglect overhang; conservative) <br /> <br />24378.8 <br /> <br />155.3 If <br /> <br />8.0 ft <br />11.0 psf( SBC Appendix A) <br /> <br />Total Weight = 13669.0 lbs <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 rft <br /> <br />13669.0 <br /> <br />127.5 If <br /> <br />8.0 ft <br />8.0 psf( SBC Appendix A) <br />8162.61bs <br /> <br />8162.6 <br />46210.4 lbs <br /> <br />Total Resisting Dead Load = <br /> <br />46210.4 lbs <br /> <br />19 ft, Width / 2 <br />878.0 ft-kips <br /> <br />U(I) + P(h) <br /> <br />'pH <br />..... Height: 0-15 15-20 20-40 40-60 <br /> Roof area: 2066.0 2066.0 2066.0 2066.0 <br /> Gross Uplift : -21.0 -23.0 -28.0 -31.0 <br />Total Uplift (U) = -43386.0 -47518.0 -57848.0 -64046.0 <br />Moment Arm (I) : 19.0 19.0 19.0 19.0 <br />Uplift Moment = -824.3 -902.8 -1099.1 -1216.9 <br /> <br />Horizontal Pressure: <br /> <br />sf <br />psf <br />lbs <br />ft <br />ft-kips <br /> <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 (I) : 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 /> <br />~snf ql~ !,q <br /> <br />ft-kipsllf <br />ft-kips (x bldg. <br /> <br />Page 6 <br />