Laserfiche WebLink
STRUCTURAL CALCULATIONS by WOODWAY HOMES, INC. <br />6306 176th St SW, Lynnwood, WA98037 (425) 772-3167 <br />BeamChek v2020 licensed to: WOODWAY HOMES INC Reg # 8101-1582 <br />LAPATSIN REMODEL <br />POST SUPPORTING RIDGE BEAM <br />AT GARAGE WALL 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 <br />Load <br />7200 # <br />Column Area <br />12.25 in2 <br />Kf <br />1.00 <br />Actual Height <br />8.0 ft <br />le d1 Effective Ht <br />24 in <br />c <br />0.80 <br />Unbraced L1 <br />2.0 ft <br />le d2 Effective Ht <br />24 in <br />KcE <br />0.30 <br />Unbraced L2 <br />2.0 ft <br />Ke Buckling Mode <br />1.0 <br />FcE <br />8302 <br />Attributes and Values Controlling d is 3.5 inches <br />le/d <br />psi <br />Area (in2) <br />Actual <br />7 <br />588 <br />12.25 <br />Critical <br />50 <br />1435 <br />5.02 <br />Status <br />OK <br />OK <br />OK <br />Ratio <br />14% <br />41% <br />41% <br />Fc II (psi) E (psi x mil) <br />Reference Values <br />Adjusted Values <br />1300 1.3 <br />1435 1.3 <br />CF Size Factor <br />1.15 <br />Cd Duration <br />1.00 <br />Cm Wet Use <br />1.00 1.00 <br />Cp Stability <br />0.96 <br />Note: Awood plate under this column must have an Fc value, perpendicular to the grain, greater than 588 psi. <br />