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4C, ,vyp Consulting Group Project Title: Four Corners Mail Kiosks LID-10 <br />0 th Ave NE, Suite 300 Engineer: EM <br />Seattle, Washington 98115 Project ID: <br />www.dcgengr.com Project Descr: <br />Calc by: EM <br />Printed: 11 SEP 2020, 2:43PM <br />Wood Column File:4 Comers _Mail Kiosks.ec6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 <br />DESCRIPTION: Design of Center Column which controls the design and will have two beams bearing on it. <br />Load Combination Results <br />Load Combination <br />+D+0.750L+0.750S+0.450W+H <br />+0.60D+0.60W+0.60H <br />+D+0.70E+0.60H <br />+D+0.750L+0.750S+0.5250E+H <br />+0.60D+0.70E+H <br />Maximum Reactions <br />Maximum Axial + Bending <br />Stress Ratios <br />C D <br />C p <br />Stress Ratio <br />Status <br />Location <br />1.600 <br />0.241 <br />0.3043 <br />PASS <br />0.0 ft <br />1.600 <br />0.241 <br />0.08617 <br />PASS <br />0.0 ft <br />1.600 <br />0.241 <br />0.6118 <br />PASS <br />0.0 ft <br />1.600 <br />0.241 <br />0.5461 <br />PASS <br />0.0 ft <br />1.600 <br />0.241 <br />0.5939 <br />PASS <br />0.0 ft <br />Maximum Shear Ratios <br />Stress Ratio <br />Status <br />Location <br />0.0 <br />PASS <br />8.0 ft <br />0.0 <br />PASS <br />8.0 ft <br />0.03663 <br />PASS <br />8.0 ft <br />0.02747 <br />PASS <br />8.0 ft <br />0.03663 <br />PASS <br />8.0 ft <br />Note: Only non -zero reactions are listed. <br />Load Combination <br />X-X Axis Reaction k Y-Y Axis Reaction <br />@ Base @ Top @ Base @ Top <br />Axial Reaction <br />@ Base <br />My - End Moments k-ft Mx - End Moments <br />@ Base @ Top @ Base @ Top <br />+D+H <br />1.174 <br />+D+L+H <br />1.174 <br />+D+Lr+H <br />1.174 <br />+D+S+H <br />2.926 <br />+D+0.750Lr+0.750L+H <br />1.174 <br />+D+0.750L+0.750S+H <br />2.488 <br />+D+0.60W+H <br />1.174 <br />+D+0.750Lr+0.750L+0.450W+H <br />1.174 <br />+D+0.750L+0.750S+0.450W+H <br />2.488 <br />+0.60D+0.60W+0.60H <br />0.705 <br />+D+0.70E+0.60H <br />0.201 <br />1.174 <br />1.607 <br />+D+0.750L+0.750S+0.5250E+H <br />0.151 <br />2,488 <br />1.205 <br />+0.60D+0.70E+H <br />0.201 <br />0.705 <br />1.607 <br />D Only <br />1.174 <br />Lr Only <br />L Only <br />S Only <br />1.752 <br />W Only <br />E Only <br />0.287 <br />2.296 <br />H Only <br />Maximum Deflections for Load <br />Combinations <br />Load Combination <br />Max. X-X Deflection <br />Distance <br />Max. Y-Y Deflection <br />Distance <br />+D+H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+L+H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+Lr+H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+S+H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+0.750Lr+0.750L+H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+0.750L+0.750S+H <br />0.0000 <br />in <br />0.000 <br />ft 0,0000 <br />in <br />0.000 <br />ft <br />+D+0.60W+H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+0.750Lr+0.750L+0.450W+H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+0.750L+0.750S+0.450W+H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+0.60D+0.60W+0.60H <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+0.70E+0.60H <br />0.5947 <br />in <br />8.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+D+0.750L+0.750S+0.5250E+H <br />0.4460 <br />in <br />8.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />+0.60D+0.70E+H <br />0.5947 <br />in <br />8.000 <br />it 0.0000 <br />in <br />0.000 <br />ft <br />D Only <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />Lr Only <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />L Only <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />S Only <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />W Only <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />E Only <br />0.8495 <br />in <br />8.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />H Only <br />0.0000 <br />in <br />0.000 <br />ft 0.0000 <br />in <br />0.000 <br />ft <br />DCG <br />