Laserfiche WebLink
r '1 <br /> CLIENT: <br /> NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: <br /> ARCHITECTS DATE: <br /> NAME: <br /> 4 <br /> LINE LINE WALL Vmax WIND WALL OVER SHEAR <br /> LEVEL LINE SHEAR SHEAR TOTAL P > 1 LENGTH SEISMIC(3!ft) SHEAR HIGHT TURNING WALL <br /> ABOVE V/ 1.4 FORCE <br /> 2 A 2.7 0 2.7 13 208 149 73.5 9 661.5 - <br /> B 2.7 0 2.7 22 123 88 136.1 9 1224.9 - <br /> C 2.7 0 2.7 27.5 98 70 74.1 9 666.9 - <br /> 1 2.7 0 2.7 32.5 83 59 78.4 9 705.6 - <br /> 2 2.7 0 2.7 21.5 126 90 195.5 9 1759.5 P 1-6" <br /> 3 2.7 0 2.7 20 135 96 79.6 9 716.4 - <br /> LINE LINE WALL Vmax OVER <br /> WIND WALL SHEAR <br /> LEVEL LINE SHEAR TOTAL P > 1 SEISMIC(3/ft) TURNING <br /> SHEAR ABOVE LENGTH V/ 1.4 SHEAR HIGHT FORCE WALL <br /> 1 A 3.2 2.7 5.9 9.5 621 444 255.3 9 2297.7 P1-4" <br /> B 3.2 2.7 5.9 14 421 301 542.9 9 4886.1 P1-2" <br /> 2 3.2 2.7 5.9 23 257 184 464 9 4176 P1-2" <br /> 3 3.2 2.7 5.9 21 281 201 192.5 9 1732.5 P1-6" <br /> r <br /> 5/0- ' <br /> 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 <br /> LWWW.NASH-ARCHITECTS.COM <br />