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BeamChek v2017 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 (o. <br /> Grant-Everett <br /> POST Prepared by: Date: 11/26/18 <br /> Selection 6x 6 DF-L Select Solid Wood Column <br /> Conditions NDS 2015, Using values for 5x+solid sawn, Posts and Timbers. <br /> Incised <br /> Data Load 2780# Column Area 30.25 in2 Kf 1.00 <br /> Actual Height 14.0 ft le dl Effective Ht 168 in c 0.80 <br /> Unbraced L1 14.0 ft le d2 Effective Ht 168 in KcE 0.30 <br /> Unbraced L2 14.0 ft Ke Buckling Mode 1.0 FcE 489 <br /> Fc II (psi) E (psi x mil) <br /> Attributes and Values Controlling d is 5.5 inches <br /> Reference Values 1150 1.6 <br /> le/d psi Area(in2) Adjusted Values 419 1.5 <br /> Actual 31 92 30.25 CF Size Factor 1.00 <br /> Critical 50 419 6.63 Cd Duration 1.00 <br /> Status OK OK OK Ci Incised 0.80 0.95 <br /> Ratio 62% 22% 22% Cp Stability 0.46 <br /> Note:A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 92 psi. <br />