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Wood Column <br />LIC# : KW-06017148, Build:20.24.12.17 CASTILLO ENGINEERING INC.(c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:C1 <br />Project File: 25-351.ec6 <br />Project Title:Engineer: <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 Only 2.272 <br />+0.60D 1.363 <br />+D+0.70E 2.2720.546 4.423 <br />+D-0.70E 2.272-0.546 -4.423 <br />+D+0.5250E 2.2720.410 3.317 <br />+D-0.5250E 2.272-0.410 -3.317 <br />+0.60D+0.70E 1.3630.546 4.423 <br />+0.60D-0.70E 1.363-0.546 -4.423 <br />E Only 0.780 6.318 <br />E Only * -1.0 -0.780 -6.318 <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 0.0000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.538 8.1000.000 <br />0.0000 -0.538 8.1000.000 <br />0.0000 0.403 8.1000.000 <br />0.0000 -0.403 8.1000.000 <br />0.0000 0.538 8.1000.000 <br />0.0000 -0.538 8.1000.000 <br />0.0000 0.768 8.1000.000 <br />0.0000 -0.760 8.0460.000 <br />.Sketches <br />55