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Wood Column <br />LIC# : KW-06013840, Build:20.23.08.30 McPherson Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:stud check <br />Project File: wall stud check_backup_1.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr:McPherson Engineering <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 0.463 <br />+D+Lr 0.796 <br />+D+0.750Lr 0.713 <br />+D+0.70E 0.008 0.4630.024 0.067 -0.032 <br />+D+0.5250E 0.006 0.4630.018 0.050 -0.024 <br />+0.60D 0.278 <br />+0.60D+0.70E 0.008 0.2780.024 0.067 -0.032 <br />Lr Only 0.333 <br />E Only 0.0110.035 0.095 -0.045 <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 />+D+0.70E 0.0000 0.069 6.013 ftftinin0.000 <br />+D+0.5250E 0.0000 0.052 6.013 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.069 6.013 ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />E Only 0.0000 0.099 6.013 ftftinin0.000 <br />.Sketches <br />2044 S Orange Ave & 2044 <br />S Orange Ave Unit# 211/25/2024