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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Column Project File:express innvovations.ec6 <br /> LIC#:KW-06013701,Build:20.23.2.14 Structural Works PLLC (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: --None-- <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments <br /> Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top <br /> D Only 2.733 <br /> +D+L 5.407 <br /> +D+Lr 4.889 <br /> +D+S 4.889 <br /> +D+0.750Lr+0.750L 6.356 <br /> +D+0.750L+0.750S 6.356 <br /> +0.60D 1.640 <br /> Lr Only 2.156 <br /> L Only 2.674 <br /> S Only 2.156 <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance <br /> D Only 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+L 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+Lr 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+S 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+0.750Lr+0.750L 0.0000in 0.000ft 0.000 in 0.000ft <br /> +D+0.750L+0.750S 0.0000in 0.000ft 0.000 in 0.000ft <br /> +0.60D 0.0000in 0.000ft 0.000 in 0.000ft <br /> Lr Only 0.0000in 0.000ft 0.000 in 0.000ft <br /> L Only 0.0000in 0.000ft 0.000 in 0.000ft <br /> SOnly 0.0000in 0.000ft 0.000 in 0.000ft <br /> Sketches <br /> 8 Mk 8.6Nk <br /> +X <br /> Load 1 <br /> L pl i <br /> *P� <br /> I <br /> II ' <br /> - E <br /> 46 <br /> �I <br /> I <br /> 3.50 in <br /> Page 8 of 11 <br />