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Design Base Shear @ Open Patios (Lines C and 3): <br />EWGorvems = <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 Posts per line = <br />Base Shear per Post = <br />Moment per Post = <br />Use 6x6 Post <br />Use PC66 <br />Use MPB66Z Base (All. Moment=) <br />Use ST6326 Ties <br />Check Overturning at Footing Pad: <br />Base Shear per Post = <br />Wall Height (1st floor) = <br />Moment per Post = <br />Use 6x6 Post (Width =) <br />Use 36" Square x 24" Deep Pad (Width =) <br />Moment Arm @ Footing Pad = <br />Overturning Compression (M/Moment Arm=) <br />Effective Length for Soil Moment Resistance = <br />Effective Area for Soil Moment Resistance = <br />Allowable Soil Bearing = <br />Soil Capacity at Pad = <br />V= <br />V= <br />E-W N-S <br />0.681 <br />1,932 <br />Shear <br />E-W <br />20.0 <br />9.0 <br />3.0 <br />12.0 <br />9.67 <br />141.9 <br />2,837 <br />2,837 <br />2,837 <br />1.932 <br />966 <br />100 <br />2 <br />483 <br />4,348 <br />6,125 <br />3 ,845 <br />0.681 w <br />1,932 lbs <br />N-S <br />20.0 <br />9.0 <br />3.0 <br />12.0 <br />14.67 <br />141.9 <br />2,837 <br />2,837 <br />2 837 <br />1 932 <br />966 <br />66 <br />3 <br />322 <br />2,898 <br />6,125 <br />925 <br />5,815 <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 />ft-lbs <br />OK <br />OK <br />OK <br />OK <br />322 lbs <br />9.0 ft <br />2,898 ft-lbs <br />6.0 in <br />36.0 in <br />9.0 in <br />3,865 lbs <br />15.0 in <br />3.8 sq.ft. <br />1,500 lbs <br />5,625 OK <br />By: Ben Phan 1