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0 0 <br /> BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Jason Nguyen Main Floor Deck& Roof <br /> Upper Prepared by: dsr Date: 2/21/20 <br /> Selection 6x 6 Hem-Fir#2 Solid Wood Column <br /> Conditions NDS 2012, Using values for 5x+ solid sawn, Posts and Timbers. <br /> Data Load 966# Column Area 30.25 in2 Kf 1.00 <br /> Actual Height 16.7 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 1084 <br /> Fc II (psi) E(psi x mil) <br /> Attributes and Values Controlling d is 5.5 inches <br /> Reference Values 575 1.1 <br /> le/d psi Area (in2) Adjusted Values 493 1.1 <br /> Actual 17 32 30.25 CF Size Factor 1.00 <br /> Critical 50 493 1.96 Cd Duration 1.00 <br /> Status OK OK OK Cm Wet Use 1.00 1.00 <br /> Ratio 34% 6% 6% Cp Stability 0.86 <br /> Note:A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 32 psi. <br />