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4 villgonsulting Group Project Title: Four Corners Mail Kiosks GD-18 <br />4 Ave NE, Suite 300 Engineer: EM <br />Seattle, Washington 98115 Project ID: <br />www.dcgengr.com Project Descr: <br />Calc by: EM <br />Printed: 10 SEP 2020, 4:40PM <br />Wood Beam File: 4 Comers -Mail Kiosks.ec6 <br />Software coovriaht ENERCALC, INC. 1983-2020. Build:12.20.8.17 <br />DESCRIPTION: --None-- <br />Load Combination <br />Max Stress Ratios <br />Moment Values <br />Shear Values <br />Segment Length Span # <br />M <br />V <br />C d <br />C Fly <br />C i <br />C r <br />C m <br />C t <br />C L <br />M <br />fb <br />F'b <br />V <br />fv <br />F'v <br />+D+0.750Lr+0.750L+0.450W+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 14.750 ft 1 <br />0.053 <br />0.028 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.07 <br />201.64 <br />3840.00 <br />0.49 <br />11.87 <br />424.00 <br />+D+0.750L+0.750S+0.450W+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 14.750 ft 1 <br />0.114 <br />0.061 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />4.49 <br />437.94 <br />3840.00 <br />1.06 <br />25.79 <br />424.00 <br />+0.60D+0.60W+0.60H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length=14.750 ft 1 <br />0.032 <br />0.017 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.24 <br />120.99 <br />3840.00 <br />0.29 <br />7.12 <br />424.00 <br />+D+0.70E+0.60H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 14.750 ft 1 <br />0.053 <br />0.028 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.07 <br />201.64 <br />3840.00 <br />0.49 <br />11.87 <br />424.00 <br />+D+0.750L+0.750S+0.5250E+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 14.750 ft 1 <br />0.114 <br />0.061 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />4.49 <br />437.94 <br />3840.00 <br />1.06 <br />25.79 <br />424.00 <br />+0.60D+0.70E+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 14.750 ft 1 <br />0.032 <br />0.017 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.24 <br />120.99 <br />3840.00 <br />0.29 <br />7.12 <br />424.00 <br />Overall Maximum Deflections <br />Load Combination <br />Span <br />Max. "-" <br />Defl <br />Location in Span <br />Load Combination <br />Max. "+" Defl <br />Location in Span <br />+D+S+H <br />1 <br />0.1570 <br />7.429 <br />0.0000 <br />0.000 <br />Vertical Reactions <br />Support notation : Far left is #1 <br />Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />1.436 <br />1.436 <br />Overall MINimum <br />0.876 <br />0.876 <br />+D+H <br />0.561 <br />0.561 <br />+D+L+H <br />0.561 <br />0.561 <br />+D+Lr+H <br />0.561 <br />0.561 <br />+D+S+H <br />1.436 <br />1.436 <br />+D+0.750Lr+0.750L+H <br />0.561 <br />0.561 <br />+D+0.750L+0.750S+H <br />1.217 <br />1.217 <br />+D+0.60W+H <br />0.561 <br />0.561 <br />+D+0.750Lr+0.750L+0.450W+H <br />0.561 <br />0.561 <br />+D+0.750L+0.750S+0.450W+H <br />1.217 <br />1.217 <br />+0.60D+0.60W+0.60H <br />0.336 <br />0.336 <br />+D+0.70E+0.60H <br />0.561 <br />0.561 <br />+D+0.750L+0.750S+0.5250E+H <br />1.217 <br />1.217 <br />+0.60D+0.70E+H <br />0.336 <br />0.336 <br />D Only <br />0.561 <br />0.561 <br />S Only <br />0.876 <br />0.876 <br />H Only <br />DCG <br />