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Wood Shear Wall Design if the H/d ratios greater than 2:1, 2nd floor If the shear force is from Strength Level but not exceeding 3.5:1, are permitted N-S Direction 0.7=Strength to Allowable provided the allowable shear value Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD in SDPWS 2021 4.3.3 Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft are multiplied by 2d/H 6 2 2313 13 2.00 6.500 0.31 0.50 1156 618 13680 560 6560 1879 HFX-24x11 1 1/8" STD Vallow=2695lb 6 2 2313 13 2.00 6.500 0.31 0.50 1156 618 13680 560 6560 1879 HFX-24x11 1 1/8" STD Vallow=2695lb 4.00 Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD For Hold-down ASCE 7-16, Section 12.4 Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft M o = Use 0.7 ρQ E 5 1 7268 13 10.17 1.278 1.56 1.00 7268 541 85979 12667 7209 715 D HDU11 = 10.17 M a = Use (0.6 - 0.14S DS )D Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD = Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft See Load combination #8 4A 1 1282 13 13.67 0.951 2.10 1.00 1282 280 15165 11845 243 94 A HDU2 13.67 Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft 4 1 5871 13 9.00 1.444 1.38 1.00 5871 541 69459 9920 6615 652 C HDU11 9.00 Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft 3B 1 6956 13 9.00 1.444 1.38 1.00 6956 541 82291 9920 8041 773 D HDU11 9.00 Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft 2 1 3435 13 6.33 2.054 0.97 1.00 3435 618 40640 5607 5534 557 C HDU8 6.33 E-W Direction 0.7=Strength to Allowable Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft A 3 15654 13 5.33 2.439 0.82 0.19 2928 918 34633 5907 5389 670 D HDU8 A 3 15654 13 10.17 1.278 1.56 0.36 5586 918 66082 21506 4383 549 C HDU8 A 3 15654 13 6.50 2.000 1.00 0.23 3570 918 42235 8785 5146 549 C HDU8 A 3 15654 13 6.50 2.000 1.00 0.23 3570 918 42235 8785 5146 549 C HDU8 28.50 Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft E 4 15654 13 9.50 1.368 1.46 0.33 5128 918 60664 18766 4410 540 C HDU8 E 4 15654 13 6.50 2.000 1.00 0.22 3509 918 41507 8785 5034 540 C HDU8 E 4 15654 13 6.50 2.000 1.00 0.22 3509 918 41507 8785 5034 540 C HDU8 E 4 15654 13 6.50 2.000 1.00 0.22 3509 918 41507 8785 5034 540 C HDU8 29.00 0.9 La t e r a l A n a l y s i s 0.45 Le e & L e e S t r u c t u r a l E n g i n e e r i n g I n c . 81 of 81 210 W 19th St 4/14/2025