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y sySeaLs CALCULATIONS FOR FREESTANDING SIGNS <br /> j <br /> easyseal=m <br /> Footing Design for Freestanding Signs and Flagpoles <br /> Structure Dimensions & Loading <br /> Design wind pressure: P= 24.7 psf <br /> Overturning Safety Factor: Q= 1.5 ...FBC 1807.2.3 <br /> Sign area 1: Al= 60.0 sq ft ...tributary area.1 for each footer(e.g.sign) <br /> Height of applied force above grade: h1= 3.0 ft ...height of area 1 centroid <br /> Sign area 2: A2= 0.0 sq ft ...tributary area 2 for each footer(e.g.post) <br /> Height of applied force above grade: h2= 0.0 ft ...height of area 2 centroid <br /> Overturning Moment: Mn = P*(A1*h1+A2*h2) <br /> Mn= 4.4 kip-ft <br /> Sq/Rect Footing dimensions: B= 3.42 ft L= 3.42 ft <br /> Footing depth: d = 2.25 ft Soil cover: ds= 0 ft <br /> Superstructure weight: Dr= 200 lb <br /> Soil cover weight: Ds= 0 lb ...=100pcf*B*L*ds <br /> Footing weight: Df= 3948 lb ...=150pcf*B*L*d <br /> Total weight: D= 4148 lb ...=Dr+Ds+Df <br /> Soil Strength ...FBC Tables 1806.2,1819.6 <br /> Soil class: 4.Sand, silty sand,silty gravel <br /> Lateral bearing strength: Plat= 150 psf/ft <br /> Vertical bearing strength: Pbrg= 2000 psf <br /> Check Vertical Soil Bearing Pressures <br /> e= 1.07 ft ...=(P)*(Al*hl+A2*h2)/D ... > B/6 <br /> qtoe= 2*D/[3*L*(B/2-e)) ...reaction below footer at toe <br /> qtoe= 1265 psf qtoe< Pbrg OK <br /> Resisting moment due to Dead Load: My= D*13/2 <br /> My= 7.1 kip-ft <br /> Total Resisting Moment: Mtot= My/1) <br /> Mtot= 4.7 kip-ft Mtot>Mn OK <br /> Page 3 <br />