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Design Base Shear@ Open Patios (Line 3): <br />EW Gorverns = <br />LOAD: <br />Roof weights <br />Roof DL (horiz. Proj .) = <br />Wall Height (1st floor) = <br />Roof Height = <br />Total height , hn = <br />N-S Length= <br />E-W Length= <br />Roof Area= <br />Roof Weight = <br />Wroof = <br />Total DL (W) = <br />Total Base Shear (V) = <br />Base Shear per line = <br />Base Shear per foot (v) = <br /># of Supports per line = <br />Base Shear per support = <br />Use 4x4 Post <br />Use EPCZ44 <br />Use CBSQ44 <br />Use ST6326 Ties <br />V= <br />V= <br />E-VV N-S <br />0.693 <br />582 <br />Shear <br />E-VV <br />20.0 <br />9.0 <br />2 .0 <br />11.0 <br />4.0 <br />42.0 <br />840 <br />840 <br />840 <br />582 <br />291 <br />73 <br />2 <br />145 <br />6,125 <br />3,845 <br />0.693 w <br />582 lbs <br />N-S <br />20.0 <br />9.0 <br />2.0 <br />11.0 <br />10.5 <br />42.0 <br />840 <br />840 <br />840 <br />582 <br />291 <br />28 <br />2 <br />145 <br />6,125 <br />925 <br />1,165 <br />psf <br />ft <br />ft <br />ft <br />I <br />I <br />sq .ft. <br />bs. <br />bs. <br />I <br />I <br />I <br />I <br />bs <br />bs <br />bs <br />plf <br />ea. <br />bs <br />OK <br />OK <br />OK <br />OK <br />By: Ben Phan t\l <br />1613 W Chestnut Ave, #2 <br />& #312/12/2024