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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 GARGE CENTRAL POST <br /> POST K Prepared by:AHC Date:6/24/22 <br /> Selection 6x 6 DF-L#1 Solid Wood Column <br /> Conditions NDS 2018,Using values for 5x+solid sawn, Posts and Timbers. <br /> Data Load 9744# Column Area 30.25 in2 Kf 1.00 <br /> Actual Height 8.0 ft le d1 Effective Ht 96 in c 0.80 <br /> Unbraced L1 8.0 ft le d2 Effective Ht 96 in KcE 0.30 <br /> Unbraced L2 8.0 ft Ke Buckling Mode 1.0 FcE 1577 <br /> Fc 11(psi)E(psi x mil) <br /> Attributes and Values Controlling d is 5.5 inches <br /> Reference Values 1000 1.6 <br /> le/d psi Area(in2) Adjusted Values 821 1.6 <br /> Actual 17 322 30.25 CF Size Factor 1.00 <br /> Critical 50 821 11.86 Cd Duration 1.00 <br /> Status OK OK OK Cm Wet Use 1.00 1.00 <br /> Ratio 34% 39% 39% Cp Stability 0.82 <br /> Note:A wood plate under this column must have an Fc value,perpendicular to the grain,greater than 322 psi. <br /> 1BJ22 <br />