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Project Title: <br /> Engineer: <br /> Project ID: SDA#9684A-6'DECK <br /> Project Descr: <br /> Wood Column Project File:9684A.ec6 <br /> LIC#:KW-06014008,Build:20.22.12.28 Structural Design Associates (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: DECK POST- END <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 0.661 0.035 <br /> +D+L 2.621 0.158 <br /> +D+S 1.481 0.086 <br /> +D+0.750L 2.131 0.127 <br /> +D+0.750L+0.750S 2.746 0.165 <br /> +0.60D 0.397 0.021 <br /> L Only 1.960 0.123 <br /> S Only 0.820 0.051 <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance <br /> D Only 0.1221 in 18.000ft 0.000 in 0.000ft <br /> +D+L 0.5496 in 18.000ft 0.000 in 0.000ft <br /> +D+S 0.3010 in 18.000ft 0.000 in 0.000ft <br /> +D+0.750L 0.4427 in 18.000ft 0.000 in 0.000ft <br /> +D+0.750L+0.750S 0.5768 in 18.000ft 0.000 in 0.000ft <br /> +0.60D 0.0733 in 18.000ft 0.000 in 0.000ft <br /> L Only 0.4275 in 18.000ft 0.000 in 0.000ft <br /> S Only 0.1764 in 17.879ft 0.000 in 0.000ft <br /> Sketches <br /> • <br /> +X <br /> Ask <br /> Load 1 <br /> 0 <br /> L <br /> +Y <br /> 6x6 <br /> 5.50 in <br />