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Wood Column <br />LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:2x4 post <br />Project File: 2x4 Stud.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus <br />Load Combination Results <br />+0.60D+0.70E 1.600 PASS PASS5.034 0.0250 10.0 ft1.000 ft0.1781 <br />. <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 0.212 <br />+D+Lr 0.272 <br />+D+0.750Lr 0.257 <br />+D+0.60W 0.368 <br />+D+0.750Lr+0.450W 0.374 <br />+D+0.450W 0.329 <br />+0.60D+0.60W 0.283 <br />+D+0.70E 0.021 0.2120.021 <br />+D+0.5250E 0.016 0.2120.016 <br />+0.60D+0.70E 0.021 0.1270.021 <br />Lr Only 0.060 <br />W Only 0.260 <br />E Only 0.0300.030 <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+0.60W 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750Lr+0.450W 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.450W 0.0000 0.000 0.000 ftftinin0.000 <br />+0.60D+0.60W 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.70E 0.0000 0.204 5.034 ftftinin0.000 <br />+D+0.5250E 0.0000 0.153 5.034 ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.204 5.034 ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />W Only 0.0000 0.000 0.000 ftftinin0.000 <br />E Only 0.0000 0.291 5.034 ftftinin0.000 <br />. <br />Page 6