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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 Deser: <br /> c (425)450-4075*Fax(425)450-4076 <br /> i Printed:27 OCT 2020,12:40PM <br /> Steel Column Ide Baywoodindustnalec6 <br /> _ SoftwarecoryrghtENERCALC INC 1983-2020 Build1220817 <br /> tilt` t:fid r1T'"ktri; .``' get iksi.'�c.t ilea vikee 7 ag , k`` 5. as ," y ! 'R SUL1')) ((::�ENGIMEEA <br /> lest ae raam A.. r„., ^. Agr FNariz. <br /> DESCRIPTION: Column 3(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 /> +0+0.750L 90.195 0.160 0.160 <br /> 40+0.750L+0.750S 153.270 0.363 0.363 1 <br /> +0.600 42.687 0.096 0.096 <br /> L Only 25.400 <br /> S Only 84.100 0.270 0.270 <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 155.245 0.431 0.431 <br /> Minimum 25.400 <br /> Reaction, X-X Axis Base Maximum 155.245 0.431 0.431 <br /> Minimum 25.400 i <br /> Reaction, Y-Y Axis Base Maximum 71.145 0.160 0.160 <br /> Minimum 71.145 0.160 0.160 <br /> Reaction, X-X Axis Top Maximum 155.245 0.431 0.431 <br /> Minimum 25.400 <br /> Reaction, Y-Y Axis Top Maximum 84.100 0.270 0.270 <br /> Minimum 71.145 0.160 0.160 <br /> Moment X-X Axis Base Maximum 71.145 0,160 <br /> " Minimum 71.145 0.160 <br /> Moment, Y-Y Axis Base Maximum 71.145 0.160 0.160 <br /> Minimum 71.145 0.160 0.160 <br /> ` Moment, X-X Axis Top Maximum 71.145 0.160 0.160 E. <br /> " Minimum 71.145 0.160 0.160 <br /> Moment, Y-Y Axis Top Maximum 71.145 0.160 0.160 <br /> Minimum 71.145 0.160 0.160 i <br /> Sketches 'f <br /> SISA aawaem <br /> +y -- fI <br /> c <br /> 'L.S. 2 _s Lo-• 3 t +X 'Load 1 Z I a <br /> e ? e <br /> X./T&an fF T-base <br /> f <br /> r <br /> 12.00in <br /> L <br /> k, <br /> i <br /> k. <br />