Laserfiche WebLink
0 Consulting Group Project Title: 4 Corners Trash Enclosure <br />q 4th Ave NE, Suite 300 Engineer: EM GD-3 <br />Seattle, Washington 98115 Project ID: <br />www.dcgengr.com Project Descr: <br />Calc 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 Joist - 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 = 24.67 ft 1 0.033 0.006 3.13 3.13 106.67 96.00 1.00 1.00 0.51 101.52 91.37 <br />Overall Maximum Deflections <br />Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span <br />+D+S+H 1 0.3820 12.405 0.0000 0.000 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />2.106 <br />2.106 <br />Overall MINimum <br />0.338 <br />0.338 <br />+D+H <br />0.564 <br />0.564 <br />+D+L+H <br />0.564 <br />0.564 <br />+D+Lr+H <br />0.564 <br />0.564 <br />+D+S+H <br />2.106 <br />2.106 <br />+D+0.750Lr+0.750L+H <br />0.564 <br />0.564 <br />+D+0.750L+0.750S+H <br />1.720 <br />1.720 <br />+D+0.60W+H <br />0.564 <br />0.564 <br />+D+0.750Lr+0.450W+H <br />0.564 <br />0.564 <br />+D+0.750S+0.450W+H <br />1.720 <br />1.720 <br />+0.60D+0.60W+0.60H <br />0.338 <br />0.338 <br />+D+0.70E+0.60H <br />0.564 <br />0.564 <br />+D+0.750L+0.750S+0.5250E+H <br />1.720 <br />1.720 <br />+0.60D+0.70E+H <br />0.338 <br />0.338 <br />D Only <br />0.564 <br />0.564 <br />S Only <br />1.542 <br />1.542 <br />H Only <br />DCG <br />