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Shutler Consulting Engineers,Inc. Project Title: Baywood Industrial <br /> 12503 Bel-Red Road Engineer: CT <br /> Suite 100 Project ID: 20-33 <br /> Bellevue,WA 98005 Project Descr: <br /> (425)450-4075*Fax(425)450-4076 <br /> Printed:27 OCT 2020,12:22PM <br /> He:Baywood lndustnal,ec6 t <br /> Steel Column <br /> Software copyo l 1 ENERC,LC,INC.1983-2020,Bulld:12 20.8.17 j <br /> z <br /> Lic.#:KW-06rf0,�1�4¢ 's'`�x'.�k"�����,`" ;: �"�a,„��r,,y�-�.., SHUTWONSULTING ENGINEER <br /> DESCRIPTION: Column 2(wl mezzanine) <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments <br /> Load Combination @ Base @ Bass @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> +D+0.750L 81.030 0.781 0.781 <br /> -fO+0.750L-00.750S 136.605 0.886 0.886 <br /> +0.60D 37.188 0.203 0.203 <br /> L Only 25.400 0.589 0.589 <br /> S Only 74.100 0.140 0.140 <br /> Extreme Reactions <br /> Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments <br /> Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> Axial @ Base Maximum 136.605 0.886 0.886 f <br /> Minimum 25.400 0.589 0.589 <br /> Reaction, X-X Axis Base Maximum 87,380 0.928 0.926 <br /> Minimum 74.100 0.140 0.140 i. <br /> Reaction, Y-Y Axis Base Maximum 61.980 0.339 0.339 <br /> Minimum 61.980 0.339 0.339 <br /> Reaction, X-X Axis Top Maximum 87.380 0.928 0.928 <br /> Minimum 74.100 0.140 0.140 <br /> Reaction, Y-Y Axis Top Maximum 74.100 0.140 0.140 <br /> Minimum 61.980 0.339 0.339 <br /> Moment, X-X Axis Base Maximum 61.980 0.339 <br /> Minimum 61,980 0.339 <br /> Moment, Y-Y Axis Base Maximum 61,980 0,339 0.339 <br /> Minimum 61.980 0.339 0.339 <br /> Moment, X-X Axis Top Maximum 61.980 0.339 0.339 <br /> Minimum 61.980 0.339 0.339 <br /> Moment, Y-Y Axis Top Maximum 61.980 0.339 0.339 <br /> Minimum 61.980 0.339 0.339 <br /> Sketches <br /> 6610A 637r6Mk <br /> +Y <br /> 1 z <br /> c \ I l' <br /> 0 0 Load 2 o' Lo may' Load 3 8 <br /> H bCk <br /> xteia. A� . <br /> fffl <br /> • <br /> 12.00in I <br /> E:. <br /> is <br /> (f( <br />