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Pro Design Lateral LOWER AMS PROV EVERETT 12--4-22 MEZZ <br /> SEISMIC V per WIND V per WIND V per <br /> Level Xcf-s Ycf-s Y Level Xcf-w X Level Ycf-w <br /> (kips) (ft) (ft) DIRECT (kips) (ft) DIRECT (kips) (ft) <br /> 5TH 0.00 <br /> 4TH 0.00 <br /> 3RD 0.00 0.0 0.0 3RD 0.00 0.00 3RD 0.00 0.00 <br /> 2ND 0.00 0.0 0.0 2ND 0.00 0.00 2ND 0.00 0.00 <br /> 1ST 13.27 24.1 24.5 1ST 3.31 31.48 1ST 2.79 26.52 <br /> CENTER OF RIGIDITY Y direction WORST CASE SHEAR/FT ALLOW REQ/ALLOW END FACT <br /> W-TYPE WALL WALL SEISMIC WIND SEISMIC WIND EISMI(WIND SEISMIC WIND RXN DEFL. ri*10/Iw <br /> ID P=PLY LENGTI-HEIGHT X R R X R X^2 (KIPS) (KIPS) (K/FT) (K/FT) (K/FT) (K/FT) % % (KIPS) in. (KIPS) <br /> G=GWB (FT) <br /> 1 LEFT TO RIGHT G 27.00 10.00 0.00 80.8 00E+0 00E+0 1.94 0.48 0.07 0.02 0.14 0.15 51% 12% 0.73 0.29 0.72 OK • <br /> 2 G 10.00 10.00 6.67 45.1 3E+2 20E+2 1.08 0.27 0.11 0.03 0.14 0.15 77% 18% 1.11 0.29 1.08 OK <br /> 3 G 10.00 10.00 22.75 45.1 10E+2 2E+4 1.09 0.27 0.11 0.03 0.14 0.15 78% 19% 1.11 0.29 1.09 OK <br /> 4 G 7.00 10.00 36.92 27.6 10E+2 4E+4 0.76 0.22 0.11 0.03 0.14 0.15 77% 22% 1.12 0.33 1.08 OK <br /> 5 G 10.00 10.00 62.80 33.8 21E+2 13E+4 1.13 0.40 0.11 0.04 0.14 0.15 81% 28% 1.16 0.40 1.13 OK <br /> 6 G 9.00 10.00 9.00 42.6 4E+2 34E+2 1.02 0.25 0.11 0.03 0.14 0.15 81% 19% 1.17 0.29 1.13 OK <br /> 7 G 9.00 10.00 21.00 42.6 9E+2 2E+4 1.02 0.25 0.11 0.03 0.14 0.15 81% 19% 1.16 0.29 1.13 OK <br /> 8 G 9.00 10.00 28.00 42.6 12E+2 3E+4 1.08 0.29 0.12 0.03 0.14 0.15 86% 22% 1.23 0.30 1.20 OK <br /> 9 G 32.00 10.00 37.00 70.5 26E+2 10E+4 1.93 0.57 0.06 0.02 0.07 0.15 83% 12% 0.61 0.33 0.60 OK <br /> 10 G 22.00 10.00 14.25 63.1 9E+2 1E+4 1.51 0.38 0.07 0.02 0.07 0.15 95% 12% 0.69 0.29 0.69 OK <br /> 11 G 22.00 10.00 26.00 63.1 16E+2 4E+4 1.57 0.41 0.07 0.02 0.07 0.15 98% 13% 0.72 0.30 0.71 OK <br /> 5.57E+2 1E+4 40E+4 <br /> 14.12 3.80 <br /> CENTER OF RIGIDITY X direction WORST CASE SHEAR/FT ALLOW REQ/ALLOW END FACT <br /> W-TYPE WALL WALL SEIMIC WIND SEIMIC WIND EIMI WIND SEIMIC WIND RXN DEFL. ri*10/Iw <br /> ID P=PLY LENGTI-HEIGHT R Y R Y R Y^2 (KIPS) (KIPS) (K/FT) (K/FT) (K/FT) (K/FT) % % (KIPS) in. (KIPS) <br /> G=GWB (FT) (FT) <br /> 1 SIDE TO SIDE G 63.00 10.00 80.7 0.00 00E+0 00E+0 2.86 0.56 0.05 0.01 0.14 0.15 32% 6% 0.46 0.43 0.45 OK <br /> 2 G 54.00 10.00 78.7 16.50 13E+2 2E+4 2.40 0.49 0.04 0.01 0.14 0.15 32% 6% 0.45 0.37 0.45 OK <br /> 3 G 27.00 10.00 67.3 20.50 14E+2 3E+4 1.98 0.41 0.07 0.02 0.14 0.15 52% 10% 0.74 0.35 0.73 OK <br /> 4 G 36.00 10.00 72.6 29.00 21E+2 6E+4 1.97 0.42 0.05 0.01 0.14 0.15 39% 8% 0.55 0.33 0.55 OK 4111 <br /> 5 G 14.00 10.00 53.0 39.67 21E+2 8E+4 1.44 0.32 0.10 0.02 0.14 0.15 74% 16% 1.05 0.33 1.03 OK <br /> 6 G 25.00 10.00 65.8 53.08 35E+2 19E+4 1.79 0.41 0.07 0.02 0.14 0.15 51% 11% 0.72 0.33 0.72 OK <br /> 7 G 31.00 10.00 69.9 45.25 32E+2 14E+4 1.90 0.42 0.06 0.01 0.14 0.15 44% 9% 0.62 0.33 0.61 OK <br /> 8 P 0.01 900.0 0.0 0.00 00E+0 00E+0 0.00 0.00 0.00 0.00 0.26 0.26 0% 0% 0.00 0.43 0.00 OK <br /> 9 P 0.01 900.0 0.0 00E+0 00E+0 0.00 0.00 0.00 0.00 0.26 0.26 0% 0% 0.00 0.43 0.00 OK <br /> 10 P 0.01 900.0 0.0 00E+0 00E+0 0.00 0.00 0.00 0.00 0.26 0.26 0% 0% 0.00 0.43 0.00 OK <br /> 11 P 0.01 900.0 0.0 0.E+00 0.E+00 0.00 0.00 0.00 0.00 0.26 0.38 0% 0% 0.00 0.43 0.00 OK <br /> 12 P 0.01 900.0 0.0 0.E+00 0.E+00 0.00 0.00 0.00 0.00 0.26 0.38 0% 0% 0.00 0.43 0.00 OK <br /> 13 P 0.01 900.0 0.0 0.E+00 0.E+00 0.00 0.00 0.00 0.00 0.38 0.38 0% 0% 0.00 0.43 0.00 OK <br /> 14 P 0.01 900.0 0.0 0.E+00 0.E+00 0.00 0.00 0.00 0.00 0.38 0.38 0% 0% 0.00 0.43 0.00 OK <br /> 15 P 0.01 900.0 0.0 0.00 0.E+00 0.E+00 0.00 0.00 0.00 0.00 0.26 0.26 0% 0% 0.00 0.43 0.00 OK <br /> 14.34 3.01 <br /> 12/4/2022 5I Page 3 <br />