Laserfiche WebLink
<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 />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 />Swingle Home <br /> <br />W(1) <br /> <br />1626.0 sf <br />11.8 psf <br />19186.8 lbs <br /> <br />(Neglect overhang; conservative) <br /> <br />19186.8 <br /> <br />165.0 If <br /> <br />8.0 ft <br />11.0 psf( SBC Appendix A) <br /> <br />14520.0 lbs <br /> <br />14520.0 <br /> <br />96.0 If <br /> <br />8.0 ft <br />8.0 psf( SBC Appendix A) <br />6144.0 lbs <br /> <br />6144.0 <br />39850.8 lbs <br /> <br />Total Resisting Dead Load = <br /> <br />39850.8 lbs <br /> <br />18.335 ft, Width / 2 <br />730.7 ft-kips <br /> <br />U(l) + P(h) <br /> <br />Height: 0-15 15-20 20-40 40-60 <br />Roof area: 1626.0 1626.0 1626.0 1626.0 <br />Gross Uplift : -21.0 -23.0 -28.0 -31.0 <br />Total Uplift (U) = -34146.0 -37398.0 -45528.0 -50406.0 <br />Moment Arm (1) : 18.3 18.3 18.3 18.3 <br />Uplift Moment = -626.1 -685.7 -834.8 -924.2 <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 2.3 -2.7 -22.7 <br />Total hz. Pressure = 472.5 80.4 0.0 0.0 <br />Moment Arm (1) : 7.5 16.2 18.7 28.7 <br />Unit Pres. Moment= 3.5 1.3 0.0 0.0 <br />Hz. Pres. Moment = 163.0 59.8 0.0 0.0 <br /> <br />sf <br />If <br />lbs/lf <br />ft <br />ft-ki <br />ft- lp <br /> <br />Page 6 <br /> <br />