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BeamChek v2016 licensed to: Timothy J.File, S.E. Reg#8551-66718 <br /> Rockerfeller Rehab East end of FB-1 <br /> P1 Prepared by:TJF Date:7/17/17 <br /> Selection (2)2x 4 Hem-Fir#2 Nailed Built-Up Wood Column <br /> Conditions NDS 2012, Using values for 2x and 4x solid sawn, Dimension Lumber. <br /> Laminate built-up nailed columns per NDS 15.3.3.1 or per local code. <br /> Data Load 3245# Column Area 10.5 in2 Kf 1.00 <br /> Actual Height 8.75 ft le dl Effective Ht 0 in c 0.80 <br /> Unbraced L1 0.0 ft le d2 Effective Ht 105 in KcE 0.30 <br /> Unbraced L2 8.75 ft Ke Buckling Mode 1.0 FcE 434 <br /> Fc II (psi) E(psi x mil) <br /> Attributes and Values Controlling d is 3.5 inches <br /> Reference Values 1300 1.3 <br /> laid psi Area(in2) Adjusted Values 404 1.3 <br /> Actual 30 309 10.5 CF Size Factor 1.15 <br /> Critical 50 404 8.04 Cd Duration 1.00 <br /> Status OK OK OK Cm Wet Use 1.00 1.00 <br /> Ratio 60% 77% 77% Cp Stability 0.27 <br /> Note:A wood plate under this column must have an Fc value,perpendicular to the grain, greater than 309 psi. <br /> ATTENTION:This column is required to be laterally stabilzed on at least one face by securing full <br /> height sheathing applied to a side Parallel to the build-up nails. <br />