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Wood Column <br />LIC# : KW-06013840, Build:20.23.11.13 McPherson Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:stud check <br />Project File: wall stud check.ec6 <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 0.012 0.5370.012 0.027 -0.027 <br />+0.60D 0.322 <br />+0.60D+0.70E 0.016 0.3220.016 0.036 -0.036 <br />Lr Only 0.333 <br />E Only 0.0230.023 0.052 -0.052 <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 0.025 4.530 ftftinin0.000 <br />+D+0.5250E 0.0000 0.019 4.530 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.025 4.530 ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />E Only 0.0000 0.035 4.530 ftftinin0.000 <br />.Sketches <br />12/06/2023 ©McPherson Engineering <br />4 of 4 <br />2044 S Orange Ave - <br />101117921 & 201818526/13/2024