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Wood Column <br />LIC# : KW-06016886, Build:20.23.12.07 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Stud (R) 2X6 <br />Project File: 201 W 19th St.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 0.602 <br />+D+L 1.999 <br />+D+0.750L 1.650 <br />+D+0.60W 0.083 0.6020.083 <br />+D+0.750L+0.450W 0.062 1.6500.062 <br />+0.60D+0.60W 0.083 0.3610.083 <br />+0.60D 0.361 <br />L Only 1.397 <br />W Only 0.1380.138 <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+L 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750L 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.60W 0.0000 0.249 6.544 ftftinin0.000 <br />+D+0.750L+0.450W 0.0000 0.187 6.544 ftftinin0.000 <br />+0.60D+0.60W 0.0000 0.249 6.544 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />L Only 0.0000 0.000 0.000 ftftinin0.000 <br />W Only 0.0000 0.415 6.544 ftftinin0.000 <br />.Sketches <br />40 of 81 <br />210 W 19th St <br />4/14/2025