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Dibble Engineers, Inc. Project Title: <br /> i 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> 1' (425)828-4200 Project Descr: <br /> DO <br /> Wood Column Project File:23-079 Charter Club.ec6 <br /> LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: Stud Check (HDR 1 Worst CASE) <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 /> +0.60D 0.675 <br /> S Only 1.781 <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 0.000ft 0.000 in 0.000ft <br /> +D+S 0.0000 in 0.000ft 0.000 in 0.000ft <br /> +D+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 /> S Only 0.0000in 0.000ft 0.000 in 0.000ft <br /> Sketches <br /> ------- - 2821l 2821A <br /> +X <br /> Load 1 <br /> U' <br /> Sri_ I <br /> Y <br /> t <br /> 2- x6 <br /> 3.0 in <br /> I � I � <br />