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SHEAR WALLS Longitudinal Note: For "Special Case", lateral analysis are provided on following pages E W LINE Total Length Shear Shear per ft.Shear Shear per ft. SD, v (plf)Model # lbs Min. Thickness Strap lbs Min. Thickness L1 9.670 2204 228 1013 105 A 200 SDS =1.051 HDU2 3075 3.5 CS16 1705 1.5 L2 8.250 2555 310 1425 173 B 340  =1.3 HDU4 4565 3.5 CS14 2490 3 L3 3.170 630 199 739 233 C 510 0 =2.50 HDU5 5645 3.5 CMST16 4990 3 D 665 Cd =4 HDU8 5980 3.5 CMST14 6475 3.5 E 870 HDU8 6970 3.5 CMST12 9215 3.5 b h h / b MIN [ 2 b / h , 1 ] Q w Q f d D w = Q w * d * b / 2 D f = Q f * h * b / 2 E 0.7  E U i = h *  E U i + 1 U n = ( .7  U i + U i + 1 ) - (0 . 6 - .14 S DS )( D w + D f )  W 0.6 n W U i = h *  W U i + 1 U n = .6 U i + U i + 1 - .6 ( D w + D f ) Line Length Height Aspect Ratio Reduction Factor Wall Load Floor Load Tributary Depth Resisting Dead Load Wall Resisting Dead Load Floor Shear ASD Shear Uplift Uplift From Above Net Uplift Shear ASD Shear Uplift Uplift From Above Net Uplift Shear Type Floor To Floor Foundation Hold Down L1 9.67 10.00 1.03 1.00 15 14 1.33 725 90 228 207 2280 1705 105 63 1048 140 B CS14 HDU2 L2 8.25 10.00 1.21 1.00 15 14 1.33 619 77 310 282 3097 2504 173 104 1727 619 B CMST16 HDU2 L3 3.17 10.00 3.15 0.63 15 14 1.33 238 30 199 181 1987 1687 233 140 2330 1238 B CS16 HDU2 Transverse VE VW LINE Total Length Shear Shear per ft.Shear Shear per ft.Note: For "Special Case", lateral analysis are provided on following pages T1 5.25 1355 258 885 169 Maximum capacity of 5/8" SET-XP w/ 5/8" Dia F1554 Gr. 36 = 2800 lbs T2 8.00 2709 339 2267 283 See attached Simpson Strong Tie Anchor Design T3 8.00 1340 167 1372 172 b h h / b MIN [ 2 b / h , 1 ] Q w Q f d D w = Q w * d * b / 2 D f = Q f * h * b / 2 E 0.7  E U i = h *  E U i + 1 U n = ( .7  U i + U i + 1 ) - ( 0 . 6 - .14 S DS )( D w + D f )  W 0.6 n W U i = h *  W U i + 1 U n = .6 U i + U i + 1 - .6 ( D w + D f ) Line Length Height Aspect Ratio Reduction Factor Wall Load Floor Load Tributary Depth Resisting Dead Load Wall Resisting Dead Load Floor Shear ASD Shear Uplift Uplift From Above Net Uplift Shear ASD Shear Uplift Uplift From Above Net Uplift Shear Type Floor To Floor Foundation Hold Down T1 5.25 10.00 1.90 1.00 15 14 10.25 394 377 258 235 2581 2000 169 101 1686 549 B CS14 HDU2 T2 8.00 10.00 1.25 1.00 15 14 10.25 600 574 339 308 3387 2550 283 170 2834 996 B CMST16 HDU2 T3 8.00 10.00 1.25 1.00 15 14 10.25 600 574 167 152 1675 992 172 103 1715 325 A CS16 HDU2 17 1313 N English St 8/28/2024