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I <br /> _ a cw) <br /> IShutler 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 /> y (425)450-4075*Fax(425)450-4076 1Vi~'t) <br /> I <br /> ' Printed:27 DEC 2020,10:07AM <br /> Steel Column Fie Baywood lndusidalec6 <br /> Suit re Gupyn jh ENERRC,v C INC 1983-2020 8mld 12.20.8.17 <br /> 'lie# tt1N 000346, - Vr -^`" O'ZM*:`_" Stil Tl.ER L'ONSUL'�TING.'ENGIN EERSI <br /> DESCRIPTION: Wide-Flange Joist(wl axial crosstie) <br /> �� <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 /> I <br /> S Only 5.250 5.250 <br /> E Only 72.400 <br /> Extreme Reactions <br /> Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments <br /> ItemExtreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> Axial @ Base Maximum 72.400 <br /> ° Minimum 4.725 4.725 <br /> Reaction, X-X Axis Base Maximum 4,725 4.725 <br /> I Minimum 4.725 4.725 <br /> Reaction, Y-Y Axis Base Maximum 9.975 9.975 <br /> Minimum 72.400 <br /> Reaction, X-X Axis Top Maximum 4.725 4.725 <br /> " Minimum 4.725 4.725 <br /> I <br /> Reaction, Y-Y Axis Top Maximum 4.725 4.725 <br /> " Minimum • <br /> 72.400 <br /> Moment X-X Axis Base Maximum 4.725 4.725 <br /> Minimum 4.725 4.725 <br /> I Moment Y-Y Axis Base Maximum 4.725 4.725 <br /> Minimum 4.725 4.725 <br /> Moment, X-X Axis Top Maximum 4.725 4.725 <br /> Minimum 4.725 4.725 <br /> Moment,Y-YAxisTop Maximum 4.725 4.725 <br /> I .( " Minimum 4.725 4.725 { <br /> Sketches <br /> Ir <br /> a <br /> rl <br /> co v Load+lx v <br /> N <br /> 1 / <br /> I <br /> ,4 <br /> 7.01 in <br /> I <br /> i <br /> 1. <br /> 1 <br /> I <br />