C-200 N CSSON OOSE HSS GIRT P45 KN W200 BEAM COLUMN OODS a) Calculate the factored axial load and factored mat on the co

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C 200 N Csson Oose Hss Girt P45 Kn W200 Beam Column Oods A Calculate The Factored Axial Load And Factored Mat On The Co 1 (30.43 KiB) Viewed 30 times

C-200 N CSSON OOSE HSS GIRT P45 KN W200 BEAM COLUMN OODS a) Calculate the factored axial load and factored mat on the column for the two most critical load combinations if the lateral load is due to wind. All load shown in the image are unfactored. kN. M kN. b) Select a W200 com shown below based on axial loads only (consider both axis of buckling W 200 Column ) Using a W200x71, confirm the class of the section using tables Class- d) Check if the W200x71 has the capacity to support the combined compressive axial load and the binding ment as a beam-column. Check the two most critical load combinations Assume pimed and conditions at top and bottom of col. Also assume that the girt braces the column to prevent lateral displacement in the weak y-direction only. Nate any tables used to obtain values where calculations are not shown (you may use both the blue and Green Lables). Beam column is adequate fyes or no