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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:C4 <br />Project File: 201 W 19th St.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+0.60W 1.600 PASS PASS0.0 0.01808 0.0 ft0.139 ft0.1042 <br />+0.60D+0.70E 1.600 PASS PASS0.0 0.03101 10.261 ft0.139 ft0.3570 <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 0.143 <br />+D+L 0.299 <br />+D+0.750L 0.260 <br />+D+0.60W 0.1430.099 0.512 <br />+D+0.70E 0.1430.170 1.757 <br />+D+0.750L+0.450W 0.2600.074 0.384 <br />+D+0.750L+0.5250E 0.2600.128 1.318 <br />+0.60D+0.60W 0.0860.099 0.512 <br />+0.60D+0.70E 0.0860.170 1.757 <br />L Only 0.156 <br />W Only 0.165 0.854 <br />E Only 0.243 2.510 <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 0.193 10.330 ftftinin0.000 <br />+D+0.70E 0.0000 0.881 10.330 ftftinin0.000 <br />+D+0.750L+0.450W 0.0000 0.144 10.330 ftftinin0.000 <br />+D+0.750L+0.5250E 0.0000 0.661 10.330 ftftinin0.000 <br />+0.60D+0.60W 0.0000 0.193 10.330 ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.881 10.330 ftftinin0.000 <br />L Only 0.0000 0.000 0.000 ftftinin0.000 <br />W Only 0.0000 0.321 10.330 ftftinin0.000 <br />E Only 0.0000 1.245 10.261 ftftinin0.000 <br />. <br />37 of 81 <br />210 W 19th St <br />4/14/2025