Laserfiche WebLink
ARCHITECT CASTILLO ENGINEERING JOB <br />1205 Pine Avenue, Suite 201, Long Beach, CA 90813 <br />ENGR. MC JOB NO. SHEET NO. <br />C1 Flagpole Footing - Nonconstrained <br />CBC07, Section 1805.7.2.1 <br /> <br />F=lbs applied lateral force <br />h=ft distance from ground to point of application of F <br />Pp =pcf passive bearing pressure Table 1804.2 <br />Note: 2x Increase allowed for minor structures 1804.3.1 <br />1.33 Increase allowed for wind or seismic, footnote d <br />Footing Dimension <br />B=ft <br />b=ft diameter or diagonal dimension of square footing <br />d=ft depth of embedment OK <br />S1=psf <br />A =` <br /> <br />req.=ft <br /> <br />USE:3.25 FT x 4.00 FT DEEP FLAGPOLE FOOTING <br />( 4.60 FT. DIA. OPTIONAL) <br />804 <br />8.5 <br />266.67 <br />4.60 <br />4.00 <br />3.25 <br />356 <br />3.89 <br /> <br />1.15 =2.34 · F <br />S1 · b <br /> [Eqn. 1] <br />= (A / 2) · (1 + [1 + 4.36 · h / A]0.5) [Eqn. 2] <br />93