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First Floor Shearwall Forces <br />L1 Level 1 F1= 4,464 psf <br />SW U-FORCE T.A. FORCE (UxT.A) L1 L2 L3 L4 L5 L6 LINE ABO. REACTION 2 REACTION 3 <br />X1 4,46 psf 377,00 ft² 1,683 KIPS 3,75 ft 5,75 ft <br />X2 4,46 psf 386,00 ft² 1,723 KIPS 3,75 ft 6,17 ft <br />Y1 4,46 psf 397,00 ft² 1,772 KIPS 6,08 ft 9,92 ft <br />Y2 4,46 psf 672,00 ft² 3,000 KIPS 10,17 ft 5,00 ft 10,17 ft <br />LENGHT WALLS DIAPHRAGM <br />IN PREVIOUS CALCULATIONS, IT CAN BE OBSERVED THAT W=4,6 KIPS AND E=6 KIPS , THEREFORE SEISMIC GOVERNS. FOR SHEATING ON SHEAR LINE <br />ON PLANS THE CRITICAL CASE IS USED. <br />SHEARWALL FORCES