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De si g n O KDesign O K <br />Shear capacity adjustment factor Co = <br />r <br />x <br />L <br />=0.73 (r = 1/(1 + A0/h∑Li) <br />3-2r ∑Li <br />A0: Total area of opening in the perforated shear wall individual opening areas calculated as the <br />opening width times the clear opening height <br />Unit shear v = <br />Max(W, E) <br />=129.71 plfC0∑Li <br />Ge ne r a lGeneral <br />Wind W (lbs)1113 <br />Seismic E (lbs)1334 <br />Total wall width L (ft)27.00 <br />Plate height H (ft)9.00 <br />H1 (ft)2.50 <br />H2 (ft)5.25 <br />H3 (ft)1.25 <br />L1 (ft)3.00 <br />L2 (ft)5.00 <br />L3 (ft)4.00 <br />L4 (ft)3.00 <br />L5 (ft)4.00 <br />L6 (ft)5.00 <br />L7 (ft)3.00 <br />A na l ysi sAnalysis <br />Calculate Hold-down Force:T = C =371.00 lb (WIND) <br />444.73 lb (SEISMIC) <br />Calculate shear stress above va = vb =98.93 plf (WIND) <br />and below openings:118.60 plf (SEISMIC) <br />C a l cul a t e De f l e ct i o nCalculate De f l e ct i o n <br />Deflection: ∆= <br />8 v h3 <br />+ <br />v h <br />+ <br />h da <br />E A b 1000Ga b <br /> <br />S HE A R W A LL W ITH O P E N I N G: S W _LI N E A 1 st F l o o r GR ID A - LE F T O F N E W B E D# P a ne l P 1 &P 2&P 3&P 4SHEARWALL W I T H O P E N I N G: S W _L I N E A 1 st F l o o r G R I D A - L E F T O F N E W B E D# P a ne l P 1 &P 2&P 3&P 4 <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 />2.14 5.14 212.00 70.67 212.00 0.00 0.00 254.13 84.71 254.13 0.00 0.00 <br />2.86 8.36 344.50 86.13 282.67 -86.57 -21.64 412.97 103.24 338.84 -103.77 -25.94 <br />1.50 8.36 344.50 86.13 148.40 -86.57 -21.64 412.97 103.24 177.89 -103.77 -25.94 <br />1.50 5.14 212.00 70.67 148.40 0.00 0.00 254.13 84.71 177.89 0.00 0.00 <br />2.86 282.67 338.84 <br />2.14 212.00 254.13 <br />S he a r wa l l T yp e a nd S t r a pShearwall T yp e a nd S t r a p <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 />98.93 118.60 260 1.00 364 260 1 338.84 CS16 1705 <br />Total length of wall with full sheathing b = 14.00 ft <br />Delta Left ∆L = 0.09 in <br />Delta Right ∆R = 0.09 in <br />Max Deflection = (Cd/I) x Max(∆L,∆R) x 1.4 = 0.51 in <br />Allowable Defl. = 0.02 x h = 2.16 in <br />: <br />: <br /> <br />P r oje ct N o.1112 W 6 th Str e e t <br />P r oje ct Location San ta A n a, C A 9 2 70 3 <br />: <br />: <br /> <br />De sign e d B I <br />C h e c ke d T N <br /> <br /> 0 9 <br /> P r in t date : 10 /2 0 2 4 <br />13/25