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<br />IX.) Overall Moment Stability (Overturning): <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 />DiPasquale Addition <br /> <br />W(I) <br /> <br />160.0 sf <br />11.8 psf <br />1888.0 Ibs <br /> <br />(Neglect overhang; conservative) <br /> <br />1888.0 <br /> <br />52.0 If <br /> <br />8.0 ft <br />11.0 psf ( SBC Appendix A) <br /> <br />4576,0 Ibs <br /> <br />4576.0 <br /> <br />Interior Walls: 0.0 If <br /> <br />Wall height: <br />Unit weight: <br />Total Weight = <br /> <br />Total Resisting Dead Load (W) : <br /> <br />Dead Load Moment Arm ( I ) : <br />Resisting Moment (RM) = <br /> <br />Overturning Moment: <br />Uplift : <br /> <br />8.0 ft <br />8.0 psf( SBC Appendix A) <br />0.0 lbs <br /> <br />0.0 <br />6464.0 lbs <br /> <br />Total Resisting Dead Load = <br /> <br />6464.0 lbs <br /> <br />5 ft, Width / 2 <br />32.3 ft-kips <br /> <br />U(I) + P(h) <br /> <br />Height: 0-15 15-20 20-40 40-60 <br />Roof area: 160,0 0.0 0,0 0.0 <br />Gross Uplift : -21.0 -23.0 -28.0 -31.0 <br />Total Uplift (U) = -3360.0 0.0 0.0 0.0 <br />Moment Arm (I) : 5.0 5.0 5.0 5.0 <br />Uplift Moment = -16.8 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: 12.0 -3.0 -8.0 -28.0 <br />Total hz. Pressure = 378.0 0.0 0.0 0.0 <br />Moment Arm (I) : 6.0 13.5 16.0 26.0 <br />Unit Pres. Moment= 2.3 0.0 0.0 0.0 <br />Hz. Pres. Moment = 36.3 0.0 0.0 0.0 <br /> <br />sf <br />If <br />Ibs/lf <br />ft <br />ft-ki <br />ft <br /> <br />Page 6 <br /> <br />