Laserfiche WebLink
Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Steel Beam <br />LIC# : KW-06014122, Build:20.23.08.30 PCS STRUCTURAL SOLUTIONS <br />DESCRIPTION: North Canopy: BM 2 - Simply Supported option - WT <br />Project File: Everett Mall Canopy.ec6 <br />(c) ENERCALC INC 1983-2023J <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination Max Sbvw Raffos SummmeyoT&Ioment Values <br />Segment Length Span # M V Mmax+ Mmax- Ma Max Mnx MrudOmega Cb <br />+0.6015460W <br />mammary of Sfear �Ta u <br />Rm Va Max VnxVnx/Omeoa <br />Dsgn. L = 12.00 ft 1 <br />0.248 <br />0.043 <br />3.07 -1.73 <br />3.07 20.69 <br />12.39 1.20 1.00 1.44 <br />56.25 33.68 <br />Dsgn. L = 4.00 ft 2 <br />0231 <br />0.026 <br />-1.73 <br />1.73 1248 <br />7.47 1 00 1.00 0.86 <br />56.25 33.68 <br />+0.60 D <br />Dsgn L = 12.00 ft 1 <br />0.083 <br />0.014 <br />1.02 -0.68 <br />1.02 20.69 <br />12.39 1.20 1.00 0.48 <br />56.25 33.68 <br />Dsgn. L = 4.00 ft 2 <br />0.077 <br />0.009 <br />-0.58 <br />0.58 12.48 <br />7.47 1.00 1.00 0.29 <br />56.25 33.68 <br />Overall Maximum Deflections <br />Load Combination Span <br />Max. <br />"-" Defl Location in Span <br />Load Combination <br />Max. "+" Deft Location in Span <br />+D+0.750S+0.450W <br />1 <br />0.2814 <br />5.760 <br />0.0000 <br />0.000 <br />2 <br />0.0000 <br />5.760 <br />+D+0.750S+0.450W <br />-0.1803 <br />4.000 <br />Vertical Reactions <br />Support <br />notation : Far left is #' <br />Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 Support 3 <br />Max Upward m all Load Conditions <br />2.016 <br />4. <br />Max Upward from Load Combinations <br />2.016 <br />4.032 <br />Max Upward from Load Cases <br />1.280 <br />2.560 <br />D Only <br />0.640 <br />1.280 <br />+D+S <br />1.707 <br />3.413 <br />+D+0.750S <br />1,440 <br />2.880 <br />+D+0.60W <br />1,408 <br />2.816 <br />+D+0.450W <br />1,216 <br />2.432 <br />+D+O.750S+0.450W <br />2.016 <br />4.032 <br />+0.601D+0 60W <br />1 152 <br />2.304 <br />+0.60D <br />0.384 <br />0.768 <br />S Only <br />1.067 <br />2.133 <br />W Only <br />1.280 <br />2.560 <br />