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Wood Column <br />LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:--None-- <br />SPS Engineering <br />15445 Ventura Blvd #63 <br />Sherman Oaks CA, 91403 <br />818 747 7269 <br />Project File: HICKORY ST.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 />+0.60D 1.369 <br />L Only 2.310 <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 />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />L Only 0.0000 0.000 0.000 ftftinin0.000 <br />.Sketches <br />1022 S Hickory St <br />1/9/2025