2217 W Civic Center Dr Unit# 2 - Plan

Home Browse Search

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 8.000 2641 330 1227 153 A 200 SDS =1.047 HDU2 3075 3.5 CS16 1705 1.5 L2 10.000 3503 350 2599 260 B 340  =1.3 HDU4 4565 3.5 CS14 2490 3 L3 7.670 862 112 1373 179 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 8.00 10.00 1.25 1.00 15 17 1.33 600 90 330 300 3302 2691 153 92 1533 506 B CMST16 HDU2 L2 10.00 10.00 1.00 1.00 15 17 1.33 750 113 350 319 3503 2796 260 156 2599 1042 B CMST16 HDU2 L3 7.67 10.00 1.30 1.00 15 17 1.33 575 87 112 102 1123 722 179 107 1790 677 A 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 8.00 1871 234 1403 175 Maximum capacity of 5/8" SET-XP w/ 5/8" Dia F1554 Gr. 36 = 2800 lbs T2 10.00 3503 350 1980 198 See attached Simpson Strong Tie Anchor Design T3 7.50 1631 217 577 77 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 8.00 10.00 1.25 1.00 15 17 10.25 600 697 234 213 2339 1541 175 105 1753 274 B CS16 HDU2 T2 10.00 10.00 1.00 1.00 15 17 10.25 750 871 350 319 3503 2452 198 119 1980 215 B CS14 HDU2 T3 7.50 10.00 1.33 1.00 15 17 10.25 563 653 217 198 2175 1428 77 46 769 -268 A CS16 HDU2 22 2217 W Civic Center Dr Unit# 29/9/2024