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Wood Column <br />ALONSO H. CORONELLic. # : KW-06005817 <br />DESCRIPTION:WOOD COLUMN DESIGN <br />FJ Engineering <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17 <br />File: BIRCH_ENERCALC.ec6 <br />Project Title:BIRCHEngineer:K. CHAVEZProject ID: <br />Printed: 18 NOV 2024, 9:56AM <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 0.533 <br />+D+L 1.393 <br />+D+0.750L 1.178 <br />+0.60D 0.320 <br />+D+0.70E -0.246 0.5330.246 <br />+D-0.70E 0.246 0.533-0.246 <br />+D+0.750L+0.5250E -0.184 1.1780.184 <br />+D+0.750L-0.5250E 0.184 1.178-0.184 <br />+0.60D+0.70E -0.246 0.3200.246 <br />+0.60D-0.70E 0.246 0.320-0.246 <br />L Only 0.860 <br />E Only -0.3510.351 <br />E Only * -1.0 0.351-0.351 <br />.Maximum Deflections for Load Combinations <br />Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance <br />D Only 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+L 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+0.750L 0.0000 0.0000 0.000 ftftinin0.000 <br />+0.60D 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+0.70E 0.0000 0.1686 4.510 ftftinin0.000 <br />+D-0.70E 0.0000 -0.1686 4.510 ftftinin0.000 <br />+D+0.750L+0.5250E 0.0000 0.1264 4.510 ftftinin0.000 <br />+D+0.750L-0.5250E 0.0000 -0.1264 4.510 ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.1686 4.510 ftftinin0.000 <br />+0.60D-0.70E 0.0000 -0.1686 4.510 ftftinin0.000 <br />L Only 0.0000 0.0000 0.000 ftftinin0.000 <br />E Only 0.0000 0.2408 4.510 ftftinin0.000 <br />E Only * -1.0 0.0000 -0.2408 4.510 ftftinin0.000 <br />. <br />23/26