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• <br /> STRUCTURAL CALCULATIONS by WOODWAY HOMES,INC, <br /> 6306 176th St SW,Lynnwood,WA 98037 (425)772-3167 <br /> BeamChek v2020 licensed to:WOODWAY HOMES INC Reg#8101-1582 <br /> LAPATSIN REMODEL POST SUPPORTING RIDGE BEAM <br /> AT GARAGE WALL '{k tis C' Prepared by:DCD Date:9/15/21 <br /> Selection 4x 44HHem-Fir#2 Solid Wood Column <br /> Conditions NDS 2018,Using values for 2x and 4x solid sawn,Dimension Lumber. <br /> Data Load 7200# Column Area 12.25 in2 Kf 1.00 <br /> Actual Height 8.0 ft le d1 Effective Ht 24 in c 0.80 <br /> Unbraced L1 2.0 ft le d2 Effective Ht 24 in KcE 0.30 <br /> Unbraced L2 2.0 ft Ke Buckling Mode 1.0 FcE 8302 <br /> Attributes and Values Controlling d is 3.5 inches Fe II(psi)E(psi x mil) <br /> Reference Values 1300 1.3 <br /> le/d psi Area(in2) Adjusted Values 1435 1.3 <br /> Actual 7 588 12.25 CF Size Factor 1.15 <br /> Critical 50 1435 5.02 Cd Duration 1.00 <br /> Status OK OK OK Cm Wet Use 1.00 1.00 <br /> Ratio 14% 41% 41% Cp Stability 0.96 <br /> Note:A wood plate under this column must have an Fc value,perpendicular to the grain,greater than 588 psi. <br /> 6417 IMBED <br /> ITEM <br /> DEAN C DARIOTzs <br /> STATE OP WASHINGTON <br />