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Wood Column <br />Dong Engineering IncLic. # : KW-06013880 <br />DESCRIPTION:CANT. COLUMN AT PATIO <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 <br />File: 240056 PATIO.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 10 JAN 2025, 2:49PM <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 />+D+0.750Lr+0.750L+0.450W+H 1.600 PASS PASS0.0 0.0 8.0 ft0.458 ft0.2181 <br />+D+0.750L+0.750S+0.450W+H 1.600 PASS PASS0.0 0.0 8.0 ft0.458 ft0.10 <br />+1.112D+0.750L+0.750S+0.5250E+H 1.600 PASS PASS0.0 0.06508 8.0 ft0.458 ft0.6150 <br />+0.60D+0.60W+0.60H 1.600 PASS PASS0.0 0.0 8.0 ft0.458 ft0.060 <br />+0.4508D+0.70E+0.60H 1.600 PASS PASS0.0 0.08678 8.0 ft0.458 ft0.7582 <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+H 2.216 <br />+D+L+H 2.216 <br />+D+Lr+H 5.706 <br />+D+S+H 2.216 <br />+D+0.750Lr+0.750L+H 4.834 <br />+D+0.750L+0.750S+H 2.216 <br />+D+0.60W+H 2.216 <br />+D+0.70E+H 2.2160.504 4.032 <br />+D+0.750Lr+0.750L+0.450W+H 4.834 <br />+D+0.750L+0.750S+0.450W+H 2.216 <br />+D+0.750L+0.750S+0.5250E+H 2.2160.378 3.024 <br />+0.60D+0.60W+0.60H 1.330 <br />+0.60D+0.70E+0.60H 1.3300.504 4.032 <br />D Only 2.216 <br />Lr Only 3.490 <br />L Only <br />S Only <br />W Only <br />E Only 0.720 5.760 <br />H Only <br />.Maximum Deflections for Load Combinations <br />Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance <br />+D+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+L+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+Lr+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+S+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+0.750Lr+0.750L+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+0.750L+0.750S+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+0.60W+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+0.70E+H 0.0000 1.3853 8.000 ftftinin0.000 <br />+D+0.750Lr+0.750L+0.450W+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+0.750L+0.750S+0.450W+H 0.0000 0.0000 0.000 ftftinin0.000 <br />+D+0.750L+0.750S+0.5250E+H 0.0000 1.0389 8.000 ftftinin0.000 <br />+0.60D+0.60W+0.60H 0.0000 0.0000 0.000 ftftinin0.000 <br />+0.60D+0.70E+0.60H 0.0000 1.3853 8.000 ftftinin0.000 <br />D Only 0.0000 0.0000 0.000 ftftinin0.000 <br />Lr Only 0.0000 0.0000 0.000 ftftinin0.000 <br />L Only 0.0000 0.0000 0.000 ftftinin0.000 <br />S Only 0.0000 0.0000 0.000 ftftinin0.000 <br />W Only 0.0000 0.0000 0.000 ftftinin0.000 <br />E Only 0.0000 1.9789 8.000 ftftinin0.000 <br />H Only 0.0000 0.0000 0.000 ftftinin0.000 <br />. <br />21 of 44 <br />FLOOD ZONE - 5121 W <br />Roberts Dr & #23/19/2025