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IProject Title: <br /> Engineer: <br /> Project ID: <br /> I <br /> Project Descr: <br /> Wood Column Project File:River's Landing.ec6 <br /> LIC#:KW-06015244,Build:20.21.9.26 CG ENGINEERING (c)ENERCALC INC 1983-2021 <br /> DESCRIPTION: Stair 4A 4x4 Column <br /> I 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+L 5.228 <br /> I +D+S 2.858 <br /> +D+0.750L 4.353 <br /> +D+0.750L+0.750S 5.201 <br /> +0.60D 1.037 <br /> L Only 3.500 <br /> S Only 1.130 <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance <br /> D Only 0.0000 in O.000ft 0.000 in O.000ft <br /> +D+L 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +D+S 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +D+0.750L 0.0000 in 0.000ft 0.000 in 0.000ft <br /> I +D+0.750L+0.750S 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +0.60D 0.0000 in 0.000ft 0.000 in 0.000ft <br /> L Only 0.0000 in 0.000ft 0.000 in 0.000ft <br /> S Only 0.0000 in 0.000ft 0.000 in 0.000ft <br /> ISketches <br /> I . <br /> Load 1 <br /> Lo <br /> 1 m <br /> i <br /> I444 <br /> I <br /> 3.50 in • <br /> I <br /> I <br /> I <br /> 51 <br />