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. r 1 <br /> CLIENT: <br /> NASH&ASSOCIATES LATERAL DESIGN DATA PROJECT: <br /> ARCHITECTS DATE: <br /> NAME: <br /> 1 <br /> SHEAR UNIT SHEAR <br /> LINE LEVEL TOTAL SHEAR FORCE (#) WALL SHEAR WALL <br /> LENGTH (ft) (#/ft) TYPE <br /> W H P Abv. <br /> A 2 7.5 x 6.5 x 19.6 + 0 = 955.5 13 73.5 - <br /> 1 7.5 x 10 x 19.6 + 955,5 = 2425.5 9.5 255.3 P1-4" <br /> B 2 23.5 x 6.5 x 19.6 + 0 = 2993.9 22 136.1 - <br /> 1 23.5 x 10 x 19.6 + 2993.9 = 7599.9 14 542.9 P 1-2" <br /> C 2 16 x 6.5 x 19.6 + 0 = 2038.4 27.5 74.1 - <br /> 1 2 20 x 6.5 x 19.6 + 0 = 2548 32.5 78.4 - <br /> 2 2 33 x 6.5 x 19.6 + 0 = 4204.2 21.5 195.5 P1-6" <br /> 1 33 x 10 x 19.6 + 4204.2 = 10672 23 464 P1-2" <br /> 3 2 12.5 x 6.5 x 19.6 + 0 = 1592.5 20 79.6 - <br /> 1 12.5 x 10 x 19.6 + 1592.5 = 4042.5 21 192.5 P 1-6" <br /> 6-:::).- P.!.....7„) <br /> 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 <br /> LWWW.NASH-ARCHITECTS.COM <br />