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Job:Better Buzz - PO Menu & Canopy Pg. 5 <br />1465 E Vista Way, Suite A, Vista, CA 92084 <br />Max. Base Reactions: ( From RISA calcs, LC 20 , <br />Lateral Reactions at Base : X = 0.14 kip <br />Z = -0.073 kip <br />Resultant lateral reaction force, F = 0.158 kip <br />Moment Reactions at Base : MX = -0.343 kip-ft <br />MZ = -2.812 kip-ft <br />Resultant moment reaction, M = 2.833 kip-ft <br />Lever arm to Base = M / F = 17.94 Ft. <br />Design Lateral Force, F = 158 Lb <br />Required Depth of Embedment, d = 0.5 A { 1 + √ [ 1 +( 4.36 h / A ) ] } <br />Footing Diameter =2.00 Ft <br />Soil Pressure =100 PSF/FT <br />S1 =100 * 2 <br />S1 =268.67 PSF <br />A =2.34 P / ( S1 b ) <br />A = 2.00 ) = 0.69 Ft <br />Embedment Depth = <br />Embedment Depth = 4.03 Ft <br />USE : 24" Dia. x 4' - 1" Depth, Min. 2,500 psi Concrete Footing <br />Max. Base Reactions: ( From RISA calcs, LC52, Node N1) <br />X =0.234 Kip <br />Y =-0.701 Kip <br />Z =-0.122 Kip <br />MX =-0.572 Kip-Ft <br />MY =0.0 Kip-Ft <br />MZ =-4.706 Kip-Ft <br />See HILTI Profis Engineering calcs pages <br />USE : ( 4 ) 3/4" DIA. x 25" MIN. Embed. Depth, <br /> Hex Head ASTM F1554 GR. 36 Galv. Steel <br />All- Thread Rod w/ Double Hex nut & washer at Bottom <br />ends on min. f'c = 2,500 psi Concrete Base <br />USE : 14-1/2" x 14-1/2" x 3/4" thk. <br /> A36 Galv. Steel Base Plate <br /> Design of Concrete Footing ( Nonconstrained ) <br />Node N 1 ) <br />* ( 4.03 / 3 ) <br />( 2.34 * 158 ) / ( 268.67 * <br />( 0.5 * 0.7 ) * ( 1 + ( SQRT ( 1+( 4.36 * 17.94 / 0.69 ) ) ) ) <br />Anchor Design