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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. ASD, va (plf)Model # lbs Min. Thickness Strap lbs Min. Thickness 2.2 0.000 1672 0 768 0 A 200 SDS =1.060 HDU2 3075 3.5 CS16 1705 1.5 4.2 10.167 1672 164 768 76 B 340  =1.3 HDU4 4565 3.5 CS14 2490 3 1.1 0.000 628 0 1402 0 C 510 0 =2.50 HDU5 5645 3.5 CMSTC16 4690 3 2.1 7.750 3553 458 3535 456 D 665 Cd =4 HDU8 7870 5.5 CMST14 6475 3.5 3.1 0.000 119 0 549 0 E 870 HDU11 11175 7.25 CMST12 9215 3.5 4.1 0.000 2660 0 2132 0 F 1020 HDU14 14445 7.25 G 1330 HD19 19360 9.25 H 1740 b h h / b rf = MIN [ 2b/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 +  W 0.6 n W U i = h *  W U n + 1 U n = .6 U i + U n + 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 Floo Shear ASD Shear Uplift Uplift From bove Net Uplift Shear ASD Shear Uplift Uplift From bove Net Uplift Shear Type va * rf, plf Floor To Floor Foundation Hold Down Min. End Post 4.2 10.17 8.00 0.79 1.00 15 15 1.33 610.02 101.4158 164 150 1315 0 876 76 45 604 0 -64 A 200 CS16 HDU2 4x4 2.1 7.75 8.00 1.03 1.00 10 15 1.33 310 77.30625 458 417 3667 0 3162 456 274 3649 0 1957 C 510 CMSTC16 HDU4 4x4 4.1 0.00 8.00 0.00 0.00 15 15 1.33 0 0 0 0 1948 1617 3389 0 0 0 442 442 Special Case Special Case CMSTC16 HDU4 4x4 2.2 0.00 8.00 0.00 0.00 15 15 1.33 0 0 0 0 0 0 0 0 0 0 0 0 Special Case Special Case CS16 HDU2 4x4 1.1 0.00 8.00 0.00 0.00 15 15 1.33 0 0 0 0 0 0 0 0 0 0 0 0 Special Case Special Case CS16 HDU2 4x4 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 B.2 4.08 1672 409 853 209 E.2 6.50 1672 257 853 131 A.1 0.00 1941 0 1877 0 C.1 8.00 625 78 1498 187 E.1 0.00 2148 0 1588 0 F.1 8.00 625 78 1498 187 D.1 6.25 2242 359 2440 390 b h h / b rf = MIN [ 2b/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 n + 1 U n = ( .7  U i + U n + 1 ) - (0.6 - .14 S DS )( D w +  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 Floo Shear ASD Shear Uplift Uplift From bove Net Uplift Shear ASD Shear Uplift Uplift From bove Net Uplift Shear Type va * rf, plf Floor To Floor Foundation Hold Down End Post B.2 4.08 8.00 1.96 1.00 15 15 1.33 245 41 409 373 3276 0 2852 209 125 1671 0 831 C 510 CMSTC16 HDU2 4x4 E.2 6.50 8.00 1.23 1.00 15 15 1.33 390 65 257 234 2058 0 1667 131 79 1050 0 357 B 340 CS16 HDU2 4x4 C.1 8.00 8.00 1.00 1.00 15 15 1.33 480 80 78 71 625 0 316 187 112 1498 0 563 A 200 CS16 HDU2 4x4 E.1 0.00 8.00 0.00 0.00 15 15 1.33 0 0 0 0 0 1667 1667 0 0 0 357 357 Special Case Special Case CS16 HDU2 4x4 F.1 8.00 8.00 1.00 1.00 15 15 1.33 480 80 78 71 625 0 316 187 112 1498 0 563 A 200 CS16 HDU2 4x4 A.1 0.00 8.00 0.00 0.00 15 15 2.5 0 0 0 0 0 0 0 0 0 0 0 0 Special Case Special Case CS16 HDU2 4x4 A.1 0.00 8.00 0.00 0.00 15 15 2.5 0 0 0 0 0 0 0 0 0 0 0 0 Special Case Special Case CS16 HDU2 4x4 D.1 6.25 8.00 1.28 1.00 10 15 1.33 250 62 359 326 2869 0 2470 390 234 3123 0 1686 B 340 CS14 HDU2 4x4 46