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Wood Shear Wall Design if the H/d ratios greater than 2:1, Roof 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 Strap in SDPWS 2021 4.3.3 Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft are multiplied by 2d/H 6 2 3371 15.42 5.58 2.763 0.72 0.50 1672 338 23461 2383 3777 414 B HDU5 MST-37 6 2 3371 15.42 5.67 2.720 0.74 0.50 1699 338 23840 2461 3771 407 B HDU5 MST-37 11.25 0.72 & 0.74 Multiplied 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 4964 15.42 8.67 1.779 1.12 1.00 4964 261 69651 4441 7521 624 C HDU11 2-MST-48 = 8.67 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 4 1 4282 15.42 9.00 1.713 1.17 1.00 4282 261 60086 4786 6145 519 C HDU11 2-MST-48 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 4317 15.42 9.00 1.713 1.17 1.00 4317 261 60578 4786 6199 523 C HDU11 2-MST-48 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 2132 15.42 6.33 2.436 0.82 1.00 2132 338 29917 3067 4242 410 B HDU5 MST-60 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 9715 15.42 5.33 2.893 0.69 0.19 1839 638 25803 4106 4071 544 C HDU5 MST-60 A 3 9715 15.42 9.83 1.569 1.27 0.35 3391 638 47587 13967 3420 376 B HDU4 MST-37 A 3 9715 15.42 6.50 2.372 0.84 0.23 2242 638 31467 6107 3901 446 B HDU5 MST-48 A 3 9715 15.42 6.50 2.372 0.84 0.23 2242 638 31467 6107 3901 446 B HDU5 MST-48 28.16 0.69,0.84,0.84 Multiplied Wall Wall V H d H/d 2d/H R Vi w M or1 M a T V s SW HD Strap Line No.(#)(ft)(ft)d/Sd ratio*V (#/ft)(ft-#)#/ft E 4 9715 15.42 8.75 1.762 1.13 0.31 3009 638 42224 11067 3561 375 B HDU5 MST-37 E 4 9715 15.42 6.50 2.372 0.84 0.23 2235 638 31366 6107 3886 445 B HDU5 MST-48 E 4 9715 15.42 6.50 2.372 0.84 0.23 2235 638 31366 6107 3886 445 B HDU5 MST-48 E 4 9715 15.42 6.50 2.372 0.84 0.23 2235 638 31366 6107 3886 445 B HDU5 MST-48 28.25 0.84 Multiplied 0.9 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 . La t e r a l A n a l y s i s 80 of 81 210 W 19th St 4/14/2025