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Wood Column <br />LIC# : KW-06019698, Build:20.23.05.25 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:CANT. COLUMN AT PATIO <br />Project File: 250421 CANT. COLUMN.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 Only 0.222 <br />+D+Lr 0.436 <br />+D+0.750Lr 0.383 <br />+0.60D 0.133 <br />+D+0.70E 0.2220.113 0.902 <br />+D+0.5250E 0.2220.085 0.676 <br />+0.60D+0.70E 0.1330.113 0.902 <br />Lr Only 0.214 <br />E Only 0.161 1.288 <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+Lr 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750Lr 0.0000 0.000 0.000 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.70E 0.0000 0.310 8.000 ftftinin0.000 <br />+D+0.5250E 0.0000 0.232 8.000 ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.310 8.000 ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />E Only 0.0000 0.438 7.946 ftftinin0.000 <br />.Sketches <br />27 of 32