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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Steel Beam <br />Project File: Everett Mall Canopy.ec6 <br />LIC# : KW-06014122, Build:20.23.08.30 <br />PCS STRUCTURAL SOLUTIONS <br />(c) ENERCALC INC 1983-2023 <br />DESCRIPTION: South Canopy- <br />Check Exist. W 12x14 -Worst case <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination Max Stress <br />Ratios -Summary ome�aTues <br />ummary of Shear Values <br />Segment Length Span # M <br />V Mmax+ Mmax- Ma Max Mnx MmdOmega Cb Rm Va Max VnxVnx/Omega <br />Dsgn. L = 2.51 ft 1 0.052 0.022 1.63 1.63 52.20 <br />31.26 1.571.00 0.77 51.41 34.27 <br />Overall Maximum Deflections <br />Load Combination Span <br />Max. '--' Defl Location in Span Load Combination <br />Max. "+" Defl Location in Span <br />+D+S 1 <br />0.2075 8.046 <br />0.0000 0.000 <br />Vertical Reactions_ <br />Support notation : Far left is #' <br />Values in KIPS <br />Load Combination <br />Support 1 Support 2 <br />Max Upward from all Load Conditions <br />2.880 2.880 <br />Max Upward from Load Combinations <br />2.880 2.880 <br />Max Upward from Load Cases <br />1.600 1.600 <br />D Only <br />1.280 1.280 <br />+D+S <br />2.880 2.880 <br />+D+0.750S <br />2.480 2.480 <br />+0.60D <br />0.768 0.768 <br />S Only <br />1.600 1.600 <br />