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<br />. I~.) Overall Moment Stability (Overturning): <br /> <br />Model 1352 <br /> <br />Resisting Moment: <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 />Total Weight = <br /> <br />Interior Walls: <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 />W(l) <br /> <br />1352.0 sf <br />11.8 psf <br />15953.6 Ibs <br /> <br />(Neglect overhang; conservative) <br /> <br />15953.6 <br /> <br />168.0 If <br /> <br />8.0 ft <br />45.0 psf ( SBC Appendix A) <br /> <br />60480.0 Ibs <br /> <br />60480.0 <br /> <br />126.0 If <br /> <br />8.0 ft <br />8.0 psf( SBC Appendix A) <br />8064.0 Ibs <br /> <br />8064.0 <br />84497.6 Ibs <br /> <br />Total Resisting Dead Load = <br /> <br />84497.6 Ibs <br /> <br />20.665 ft, Width / 2 <br />1746.1 ft-kips <br /> <br />U(I) + P(h) <br /> <br />Height: 0-15 15-20 20-40 40-60 <br />Roof area: 1352.0 0.0 0.0 0.0 <br />Gross Uplift : -21.0 -23.0 -28.0 -31.0 <br />Total Uplift (U) = -28392.0 0.0 0.0 0.0 <br />Moment Arm (1) : 20.7 20.7 20.7 20.7 <br />Uplift Moment = -586.7 0.0 0.0 0.0 <br /> <br />Horizontal Pressure: <br /> <br />sf <br />psf <br />Ibs <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: 14.0 -1.0 -6.0 -26.0 <br />Total hz. Pressure = 441.0 0.0 0.0 0.0 <br />Moment Arm (I) : 7.0 14.5 17.0 27.0 <br />Unit Pres. Moment= 3.1 0.0 0.0 0.0 <br />Hz. Pres. Moment = 120.4 0.0 0.0 0.0 <br /> <br />sf <br />If <br />Ibs/lf <br />ft <br />ft-kips/lf <br />ft-ki <br /> <br />Page 6 <br /> <br />