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8102 EVERGREEN WAY MALL KIOSK EVERETT 4 CORNERS - MAIL KIOSK 2025-08-06
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8102 EVERGREEN WAY MALL KIOSK EVERETT 4 CORNERS - MAIL KIOSK 2025-08-06
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8/6/2025 3:56:32 PM
Creation date
4/28/2025 3:53:54 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
8102
Unit
MALL KIOSK
Tenant Name
EVERETT 4 CORNERS - MAIL KIOSK
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4 vi o Consulting Group Project Title: 4 Corners Trash Enclosure GD-5 <br />4th Ave NE, Suite 300 Engineer: EM <br />Seattle, Washington 98115 Project ID: <br />www.dcgengr.com Project Descr: <br />Cale by: EM <br />Printed: 10 SEP 2020, 3:17PM <br />Steel 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 Cross 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 />Dsgn. L = 11.00 ft 1 0.060 0.012 <br />+0.90D+E+0.90H <br />Dsgn. L = 11.00 ft 1 0.032 0.007 <br />Overall Maximum Deflections <br />5.79 <br />5.79 <br />106.67 <br />96.00 <br />1.00 <br />1.00 <br />1.12 <br />101.52 <br />91.37 <br />3.07 <br />3.07 <br />106.67 <br />96.00 <br />1.00 <br />1.00 <br />0.61 <br />101.52 <br />91.37 <br />Load Combination <br />Span <br />Max. "-" Defl <br />Location in Span Load Combination Max. "+" Defl Location in Span <br />+D+S+H <br />1 <br />0.0560 <br />5.531 0.0000 0.000 <br />Vertical Reactions <br />Support notation : Far left is #1 Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />2.220 <br />2.220 <br />Overall MINimum <br />0.407 <br />0.407 <br />+D+H <br />0.678 <br />0.678 <br />+D+L+H <br />0.678 <br />0.678 <br />+D+Lr+H <br />0.678 <br />0.678 <br />+D+S+H <br />2.220 <br />2.220 <br />+D+0.750Lr+0.750L+H <br />0.678 <br />0.678 <br />+D+0.750L+0.750S+H <br />1.834 <br />1.834 <br />+D+0.60W+H <br />0.678 <br />0.678 <br />+D+0.750Lr+0.450W+H <br />0,678 <br />0.678 <br />+D+0.750S+0.450W+H <br />1.834 <br />1.834 <br />+0.60D+0.60W+0.60H <br />0.407 <br />0.407 <br />+D+0.70E+0.60H <br />0.678 <br />0.678 <br />+D+0.750L+0.750S+0.5250E+H <br />1.834 <br />1.834 <br />+0.60D+0.70E+H <br />0.407 <br />0.407 <br />D Only <br />0.678 <br />0.678 <br />S Only <br />1.542 <br />1.542 <br />H Only <br />DCG <br />
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