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Frame: <br />u <br />2ft <br />8.75 ft <br />V 164 <br />170 lbs <br />Rr= Vx1078.75' <br />194 lbs <br />Diag. brace Axial force, F= Rr/ 0.707 <br />275 lbs Use 6x4 <br />Max Column moment, M= Rrx2x6/8' <br />311 lb-ft Use 6x6 <br />Uplift, W = 32 lbs <br />0.61D-0.7W= 738 lbs per post <br />Use (2) A35 <br />W1: <br />V = <br />1044 <br />Wall length = <br />4 ft min <br />wall shear, v = <br />261 plf <br />wall high, h = <br />9 ft <br />uplift= <br />2349 lbs <br />W2: <br />V = <br />324 <br />Wall length= <br />10 ft min <br />wall shear, v= <br />32.4 plf <br />wall high, h = <br />9 ft <br />Uplift = <br />291.6 lbs; <br />Job Name: 3825 COLBY REMODELING Date: 2/: <br />Location: 3825 COLBY AVE, Everett, WA 98021 Page: T4 <br />