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al • <br /> STRUCTURAL CALCULATIONS by W000WAY 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 /> (2)AT HALLWAY (1se. 4X Le,(2 ) Prepared by:DCD Date:9/15/21 <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 /> Data Load 4400# Column Area 1225 in2 Kf 1.00 <br /> Actual Height 8.0 ft le di Effective Ht 24 in c 0.80 <br /> Unbraced Li 2.0 it 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 Fc 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 7 359 12.25 CF Size Factor 1.15 <br /> Critical 50 1435 3.07 Cd Duration 1.00 <br /> Status OK OK OK Cm Wet Use 1.00 1.00 <br /> Ratio 14%, 25% 25% Cp Stability 0.96 <br /> Note:A wood plate under this column must have an Fc value,perpendicular to the grain,greater than 359 psi. <br /> 8417 REGISTERED <br /> t <br /> DEAN C DARIOTIS <br /> STATE OE WASHINGTON1 <br />