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Project:Date:3/28/25 <br />Job No:Engineer: <br />SEISMIC DESIGN @ ROOF <br />Horizontal Distribution of Seismic Force: <br />ROOF <br />Line of <br />Resistance <br />Lat Force, QE <br />Fx x TA <br />Height <br />(ft) <br />A 303 1,783 lbs 14.00 8 <br />B 606 3,566 lbs 10.00 8 <br />C 303 1,783 lbs 18.00 8 <br />Line of <br />Resistance <br />Lat Force, QE <br />Fx x TA <br />Height <br />(ft) <br />1 606 3,566 lbs 6.50 7.50 8 <br />2 606 3,566 lbs 21.00 8 <br />Seismic Tributary Areas, <br />TA (ft 2 ) <br />Panel Lengths, L <br />(ft) <br />Panel Lengths, L <br />(ft) <br />Seismic Tributary Areas, <br />TA (ft 2 )