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<br />.IX.) Overall Moment Stability (Overturning): <br /> <br />Resisting Moment: W(l) <br /> <br />Dead loads above slab: <br />Roof area: <br />Dead Weight: <br />Total Weight = <br /> <br />3045.0 sf <br />11.8 psf <br />35931.0 lbs <br /> <br />(Neglect overhang; conservative) <br /> <br />Exterior Walls: <br /> <br />200.7 If <br /> <br />10.0 ft <br />45.0 psf( SBC Appendix A) <br /> <br />Wall height: <br />Unit weight: <br /> <br />Total Weight = 90301.5 lbs <br /> <br />Interior Walls: <br /> <br />128.7 If <br /> <br />Wall height: <br />Unit weight: <br />Total Weight = <br /> <br />10.0 ft <br />8.0 psf( SBC Appendix A) <br />10293.61bs <br /> <br />Total Resisting Dead Load = <br /> <br />Total Resisting Dead Load (W) : <br /> <br />Dead Load Moment Arm ( I ) : <br />Resisting Moment (RM) = <br /> <br />136526.1 lbs <br /> <br />25.835 ft, Width / 2 <br />3527.2 ft-kips <br /> <br />Overturning Moment: <br />U rft <br /> <br />U(1) + P(h) <br /> <br />Jpll <br />.. ..Height: 0-15 15-20 20-40 40-60 <br /> Roof area: 3045.0 3045.0 3045.0 3045.0 <br /> Gross Uplift : -21.0 -23.0 -28.0 -31.0 <br />Total Uplift (U) = -63945.0 -70035.0 -85260.0 -94395.0 <br />Moment Arm (1) : 25.8 25.8 25.8 25.8 <br />Uplift Moment = -1652.0 -1809.4 -2202.7 -2438.7 <br /> <br />Horizontal Pressure: <br /> <br />i Height: 0-15 15-20 20-40 40-60 <br /> Pressure: 31.5 34.5 42.0 46.5 <br />Contrib. Height: 15.0 5.0 2.5 -17.5 <br />Total hz. Pressure = 472.5 172.5 105.0 0.0 <br />Moment Arm (1) : 7.5 17.5 21.3 31.3 <br />lunit Pres. Moment= 3.5 3.0 2.2 0.0 <br />Hz. Pres. Moment = 231.5 197.2 145.8 0.0 <br /> <br />Page 6 <br /> <br />Hiems Home <br /> <br />35931.0 <br /> <br />90301.5 <br /> <br />10293.6 <br />136526.1 lbs <br /> <br />sf <br />psf <br />lbs <br />ft <br />ft-kips <br /> <br />sf <br />If <br />lbs/lf <br />ft <br />ft-kips/lf <br />ft-kips (x bldg. I <br /> <br />