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Albert H Cohen Design Company <br /> 330 Dayton St.Suite 6 Edmonds WA 98020 <br /> BeamChek v2022 licensed to:Al Cohen Design Company Reg#9229-69387 <br /> REILLY RESIDENCE Beam B Supports <br /> Posts B Prepared by:AHC Date:6/24/22 <br /> Selection T(3)2x 4 Hem-Fir Stud Nailed Built-Up Wood Column <br /> Conditions NDS 2018.Using values for 2x and 4x solid sawn, Dimension Lumber. <br /> Laminate built-up nailed columns per NDS 15.3.3.1 or per local code. <br /> Data Load 3800# Column Area 15.75 in2 Kf 1.00 <br /> Actual Height 8.5 ft le d1 Effective Ht 102 in c 0.80 <br /> Unbraced L1 8.5 ft le d2 Effective Ht 102 in KcE 0.30 <br /> Unbraced L2 8.5 ft Ke Buckling Mode 1.0 FcE 424 <br /> Fc II(Psi)E(psi x mil) <br /> Attributes and Values Controlling d is 3.5 inches <br /> Reference Values 800 1.2 <br /> le/d psi Area(in2) Adjusted Values 367 1.2 <br /> Actual 29 241 15.75 CF Size Factor 1.05 <br /> Critical 50 367 10.35 Cd Duration 1.00 <br /> Status OK OK OK Cm Wet Use 1.00 1.00 <br /> Ratio 58% 66% 66% Cp Stability 0.44 <br /> Note:A wood plate under this column must have an Fc value,perpendicular to the grain,greater than 241 psi. <br />