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Ovim� Consulting Group Project Title: 4 Corners Trash Enclosure <br />R 4th Ave NE, Suite 300 Engineer: EM GD-7 <br />Seattle, Washington 98115 Project ID: <br />www.dcgengr.com Project Descr: <br />Calc by: EM <br />Printed: 10 SEP 2020, 3:17PM <br />Steed Beam File: 4 Comers -Trash Enclosure.ec6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 <br />KW-06012482 Davido Consulting Group <br />DESCRIPTION: Trash Enclosure Exterior Beam - C12x20.7 <br />Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values <br />Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx <br />+1.20D+L+0.20S+E+1.90H <br />Dsgn. L = 14.50 ft 1 0.056 0.013 5.33 <br />+0.90D+E+0.90H <br />Dsgn. L = 14.50 ft 1 0.030 0.007 2.90 <br />Overall Maximum Deflections <br />Load Combination <br />+D+S+H <br />Vertical Reactions <br />Load Combination <br />Overall MAXimum <br />Overall MINimum <br />+D+H <br />+D+L+H <br />+D+Lr+H <br />+D+S+H <br />+D+0.750Lr+0.750L+H <br />+D+0.750L+0.750S+H <br />+D+0.60W+H <br />+D+0.750Lr+0.450W+H <br />+D+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 />D Only <br />S Only <br />H Only <br />5.33 106.67 96.00 1.00 1.00 1.18 101.52 91.37 <br />2.90 106.67 96.00 1.00 1.00 0.65 101.52 91.37 <br />Span Max. " " Defl Location in Span Load Combination <br />1 0.1100 7.250 <br />Support notation : Far left is #1 <br />Support 1 <br />Support 2 <br />2.279 <br />2.233 <br />0.432 <br />0.425 <br />0.720 <br />0.708 <br />0.720 <br />0.708 <br />0.720 <br />0.708 <br />2.279 <br />2.233 <br />0.720 <br />0.708 <br />1.889 <br />1.851 <br />0.720 <br />0.708 <br />0.720 <br />0.708 <br />1.889 <br />1.851 <br />0.432 <br />0.425 <br />0.720 <br />0.708 <br />1.889 <br />1.851 <br />0.432 <br />0.425 <br />0.720 <br />0.708 <br />1.559 <br />1.525 <br />Max. 'Y Defl Location in Span <br />0.0000 0.000 <br />Values in KIPS <br />FITCL9 <br />