Laserfiche WebLink
-Davi�q,Consulting Group <br />4- Ave NE, Suite 300 <br />Seattle, Washington 98115 <br />www.dcgengr.com <br />Cale by: EM <br />Project Title: Four Corners Mail Kiosks GD-20 <br />Engineer: EM <br />Project ID: <br />Project Descr: <br />Printed: 11 SEP 2020, 2:43PN <br />Wood Column File:4 Comers -Mail Kiosks.ec6 <br />Software copyright ENERCALC, INC.1983-2020, Build'.12.20.8.17 <br />KW-06012482 Davido Consulting Group <br />DESCRIPTION: Design of Center Column which controls the design and will have two beams bearing on it. <br />Load Combination Results <br />Maximum Axial <br />+ Bending <br />Stress Ratios <br />Maximum Shear Ratios <br />Load Combination <br />C D <br />C P <br />Stress Ratio <br />Status <br />Location <br />Stress Ratio <br />Status Location <br />+D+0.750L+0.750S+0.450W+H <br />1.600 <br />0.241 <br />0.3043 <br />PASS <br />O.Oft <br />0.0 <br />PASS 8.0 ft <br />+0.60D+0.60W+0.60H <br />1.600 <br />0.241 <br />0.08617 <br />PASS <br />O.Oft <br />0.0 <br />PASS 8.0 ft <br />+D+0.70E+0.60H <br />1.600 <br />0.241 <br />0.6118 <br />PASS <br />O.Oft <br />0.03663 <br />PASS 8.0 ft <br />+D+0.750L+0.750S+0.5250E+H <br />1.600 <br />0.241 <br />0.5461 <br />PASS <br />O.Oft <br />0.02747 <br />PASS 8.0 ft <br />+0.60D+0.70E+H <br />1.600 <br />0.241 <br />0.5939 <br />PASS <br />0.0ft <br />0.03663 <br />PASS 8.0 ft <br />Maximum Reactions <br />Note: Only non -zero reactions are listed. <br />X-X Axis Reaction <br />k <br />Y-Y Axis Reaction Axial Reaction <br />My - <br />End Moments <br />k-ft Mx - End Moments <br />Load Combination <br />@ Base <br />@ Top <br />@ Base @ Top <br />@ Base <br />@ Base @ Top <br />@ 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 Combinations <br />Load Combination <br />Max. X-X Deflection <br />Distance <br />Max. Y-Y Deflection Distance <br />+D+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+L+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+Lr+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+S+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+0.750Lr+0.750L+H <br />0.0000 <br />in <br />0.000 <br />It <br />0.0000 <br />in 0.000 <br />ft <br />+D+0.750L+0.750S+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+0.60W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+0.750Lr+0.750L+0.450W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+0.750L+0.750S+0.450W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+0.60D+0.60W+0.60H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+0.70E+0.60H <br />0.5947 <br />in <br />8.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+D+0.750L+0.750S+0.5250E+H <br />0.4460 <br />in <br />8.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />+0.60D+0.70E+H <br />0.5947 <br />in <br />8.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />D Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />Lr Only <br />0,0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />L Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />S Only <br />0.0000 <br />in <br />0.000 <br />It <br />0.0000 <br />in 0.000 <br />ft <br />W Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />E Only <br />0.8495 <br />in <br />8.000 <br />ft <br />0.0000 <br />in 0.000 <br />ft <br />H Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.0000 <br />in 0.000 <br />It <br />DCG <br />