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STRUCTURAL CALCULATIONS <br />LATERAL ASSUMPTIONS: <br />Anchor Design for Walkin Cooler <br />SEISMIC DESIGN <br />Risk Category:II <br />Site Class:D <br />Seismic Design Value:≔SDS 1.067 <br />Importance Factor:≔Ip 1.0 <br />Wall Weight:≔Wp 16 psf <br />Wall Height:≔h 9 <br />≔l 10 <br />≔w 9 <br />Anchor Spacing:≔Sa 11.5 in <br />Wall Force:≔Vmax =――――― <br />⎛ <br />⎝5 psf w ―l <br />2 <br />⎞ <br />⎠ <br />w <br />25 ―lbf <br />Out of Plane Wall Force:≔Fp =⋅⋅⋅0.4 SDS Ip Wp 6.829 psf <br />Anchor Force:=⋅⋅Fp Sa ―h <br />2 <br />29.45 lbf <br />Upli at End Wall:≔Fup =―――― <br />⋅⎛ <br />⎝Fp ―h <br />2 <br />l <br />⎞ <br />⎠h <br />w <br />307.3 lbf <br />Cooler Length: <br />Cooler Width: <br />-Use 1/4" dia. TAPCON screw <br />anchor w/ 1.25" min. embed @ <br />11.5" on center (typ). <br />San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 <br />ONS 2300 N Tustin Ave - <br />101117751-52 & 301467158/22/2024