Laserfiche WebLink
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 C Supports <br /> Posts C Prepared by:AHC Date:6/24/22 <br /> Selection 6x 6 Hem-Fir#1 Solid Wood Column <br /> Conditions NDS 2018, Using values for 5x+solid sawn,Posts and Timbers. <br /> Data Load 6700# Column Area 30.25 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 1135 <br /> Fc II(psi)E(psi x mil) <br /> Attributes and Values Controlling d is 5.5 inches <br /> Reference Values 850 1.3 <br /> le/d psi Area(in2) Adjusted Values 663 1.3 <br /> Actual 19 221 30.25 CF Size Factor 1.00 <br /> Critical 50 663 10.1 Cd Duration 1.00 <br /> Status OK OK OK Cm Wet Use 1.00 1.00 <br /> Ratio 38% 33% 33% Cp Stability 0.78 <br /> Note:A wood plate under this column must have an Fc value,perpendicular to the grain,greater than 221 psi. <br /> u ; 2t <br />