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PASSED <br />Shear capacity adjustment factor Co = <br />r <br />x <br />L <br />=0.94 (r = 1/(1 + <br />A0/h∑Li)3- <br />2r ∑Li <br />A0: Total area of opening in the perforated shear wall individual opening <br />areas calculated as the opening width times the clear opening height <br />Unit shear v = <br />Max(W, <br />E)=289.80 <br />plfC0∑Li <br />Ge ne ral <br />Wind W (lbs)1625 <br />Seismic E (lbs)2598 <br />Total wall width L (ft)14.58 <br />Plate height H (ft)10.00 <br />H1 (ft)3.00 <br />H2 (ft)4.00 <br />H3 (ft)3.00 <br />L1 (ft)4.80 <br />L2 (ft)5.00 <br />L3 (ft)4.78 <br />Analysis <br />Calculate Hold-down Force:T = C =1114.38 lb (WIND) <br />1781.96 lb (SEISMIC) <br />Calculate shear stress above va = vb =185.73 plf (WIND) <br />and below openings:296.99 plf (SEISMIC) <br />Calculate De fle ction <br />Deflection: ∆=8 v h3 <br />+ <br />v h <br />+ <br />h da <br />E A b 1000Ga b <br /> <br />SHEARWALL WITH OPENING: SW_LINE A 1st Floor Pane l A&B <br />ai (ft)Lpi (ft) <br />WIND SEISMIC <br />Pier shear stresses Strap Force Corner shear stresses Pier shear stresses Strap Force Corner shear stresses <br />Vpi (lb)vpi (plf)Fi (lb)Vai (lb)vai (plf)Vpi (lb)vpi (plf)Fi (lb)Vai (lb)vai (plf) <br />2.51 7.31 814.08 169.60 465.29 348.79 72.66 1301.76 271.20 744.03 557.73 116.19 <br />2.49 7.27 810.69 169.60 463.36 347.33 72.66 1296.34 271.20 740.93 555.40 116.19 <br />She arwall Type and Strap <br />Max Actual (plf)Allowable <br />(plf) <br />Adjusted <br />Factor <br />by H/W <br />Adjusted Allowable (plf)Shearwall <br />Type <br />Strap Design <br />Wind Seismic Wind Seismic Max Force (lb)Selected Allowable (lb) <br />185.73 296.99 380 1.00 532 380 SW2 744.03 CS16 1705 <br />Total length of wall with full sheathing b = 9.58 ft <br />Delta Left ∆L = 0.20 in <br />Delta Right ∆R = 0.20 in <br />Max Deflection = (Cd/I) x Max(∆L,∆R) x 1.4 = 1.15 in <br />Allowable Defl. = 0.02 x h = 2.40 in <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project 231223 - 317 N Maxine St SA ADU <br />Job No.231223 <br />Plan N/A <br />: <br />: <br />: <br />: <br />Designed T.D. <br />Checked P.P. <br />Date 12/28/2023 <br />Client N/A <br />TIC Structure Design 2023 <br />Page 11 of 24