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LATERAL DESIGN <br />Roof = <br />Exterior Wall = <br />Interior Wall = <br />Roof:* = <br />Interior Walls:** = <br />Longitudinal Walls:** = <br />Transverse Walls:** = <br />TOTAL = <br />Σwxhx <br />k = <br />1.0001.0 152832 <br />VERTICAL SEISMIC FORCE DISTRIBUTION <br />8 psf <br />SEISMIC WEIGHT-ROOF LEVEL <br />14 psf <br />2234 <br />4.0 ft 4480 lbs <br />16 psf <br />8 psf 1504 lbs <br />16 psf 70 ft <br />V <br />lb <br />19104 lb 8 <br />152832 <br />Level <br />2234 <br />Cvx F <br />lb ft lb <br />wx hx k wxhx <br />k <br />Roof <br />10752 lbs <br />WEIGHTS FOR SEISMIC ANALYSIS <br />4.0 <br />4.0 ft 2368 lbs <br />19104 lbs <br />37 ft <br />768 ft² <br />47 ft 4.0 ft <br />14 psf <br />16 psf <br />Page 19