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Wood Column <br />LIC# : KW-06012497, Build:20.23.2.14 Engtegrity, Inc.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:Stair 2 Brace B <br />Project File: Sturgeon.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />k k-ft <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />X-X Axis Reaction Y-Y Axis Reaction Axial Reaction <br />@ Base @ Top @ Base@ Base @ Top <br />Maximum Reactions <br />@ Base @ Base@ Top @ Top <br />My - End Moments Mx - End Moments <br />+D+0.5250E 0.815-0.011 0.011 <br />+0.60D 0.005 <br />+0.60D+0.70E 1.081-0.014 0.014 <br />E Only 1.537-0.020 0.020 <br />.Maximum Deflections for Load Combinations <br />Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance <br />D Only 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.70E -0.0637 0.000 0.000 ftftinin2.756 <br />+D+0.5250E -0.0478 0.000 0.000 ftftinin2.756 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />+0.60D+0.70E -0.0637 0.000 0.000 ftftinin2.756 <br />E Only -0.0910 0.000 0.000 ftftinin2.756 <br />.Sketches <br />Page 29