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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 2020,12:47PM <br /> ColumnrTe:Baywoodlndustrialec6 d <br /> Steel Column <br /> Soitv,are copyright ENERCALC,INC.1983-2020,Build:12.20.8.1 i ,, <br /> ,Lic.#:KW066063 § P . .a" tn .. .c:"} a .., -H T rt 9oRympAtt9ygge, <br /> DESCRIPTION: Column 4(w(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 @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> +D+0.750L+0.750S 85.826 0.414 0,414 <br /> +0.60D 23.190 0.120 0.120 <br /> L Only 25.400 <br /> S Only 37.500 0.284 0.284 <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 85.826 0.414 0.414 <br /> Minimum 23.190 0.120 0.120 <br /> Reaction, X-X Axis Base Maximum 76.151 0.485 0.485 <br /> " Minimum 25.400 <br /> Reaction, Y-Y Axis Base Maximum 38.651 0.201 0.201 <br /> " Minimum 38.651 0.201 0.201 <br /> Reaction, X-X Axls Top Maximum 76.151 0.485 0.485 <br /> " Minimum 25.400 <br /> Reaction, Y-Y Axis Top Maximum 37.500 0.284 0.284 <br /> " Minimum 38.651 0.201 0.201 <br /> Moment, X-X Axis Base Maximum 38.651 0.201 <br /> " Minimum 38.651 0.201 <br /> Moment, Y-Y Axis Base Maximum 38.651 0.201 0.201 <br /> Minimum 38.651 0.201 0.201 <br /> Moment, X-X Axis Top Maximum 38.651 0.201 0.201 <br /> 4 Minimum 38.651 0.201 0.201 <br /> Moment, Y-Y Axis Top Maximum 38.651 0.201 0.201 <br /> " Minimum 38.651 0.201 0.201 <br /> Sketches <br /> 6,Dk WA <br /> +y <br /> a t <br /> o Load ' Loadl-k a <br /> . x.XAsx I. Y.Y$att . I- <br /> S, y <br /> 8 <br /> ., <br /> 8.00in <br /> �h(�i <br /> I <br /> I <br /> , <br /> i <br /> Fl <br /> t <br /> 1 <br /> {pp <br />