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ESG Design <br /> www.esg-design.com <br /> BeamChek v2023 licensed to:ESG Design Reg#2999-68483 <br /> Novak Residence Patio Posts <br /> Prepared by:JM Date: 4/19/24 <br /> Selection 4x 4 Hem-Fir#2 Solid Wood Column <br /> Conditions NDS 2018, Using values for 2x and 4x solid sawn, Dimension Lumber. <br /> Incised <br /> Data Load 1100# Column Area 12.25 in Kf 1.00 <br /> Actual Height 14.0 ft le dl Effective Ht 108 in c 0.80 <br /> Unbraced L1 9.0 ft le d2 Effective Ht 108 in KcE 0.30 <br /> Unbraced L2 9.0 ft Ke Buckling Mode 1.0 FcE 389 <br /> Attributes and Values Controlling d is 3.5 inches Fc 11 (psi) E(psi x mil) <br /> Reference Values 1300 1.3 <br /> le/d psi Area (in') Adjusted Values 359 1.2 <br /> Actual 31 90 12.25 CF Size Factor 1.15 <br /> Critical 50 359 3.07 Cd Duration 1.00 <br /> Status OK OK OK Ci Incised 0.80 0.95 <br /> Ratio 62% 25% 25% Cp Stability 0.30 <br /> Note:A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 90 psi. <br />