Cpu = 280 KN CLL = 360 kN 3500 HSS GIRT P= 45 KN W200 BEAM COLUMN 5000 a) Calculate the factored axial load and factor

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Cpu 280 Kn Cll 360 Kn 3500 Hss Girt P 45 Kn W200 Beam Column 5000 A Calculate The Factored Axial Load And Factor 1 (83.69 KiB) Viewed 28 times

Cpu 280 Kn Cll 360 Kn 3500 Hss Girt P 45 Kn W200 Beam Column 5000 A Calculate The Factored Axial Load And Factor 2 (68.74 KiB) Viewed 28 times

Cpu = 280 KN CLL = 360 kN 3500 HSS GIRT P= 45 KN W200 BEAM COLUMN 5000
a) Calculate the factored axial load and factored moment on the column for the two most critical load combinations if the lateral load is due to wind. All loads shown in the image are unfactored, is KN Mis kN-m. b) Select a W200 column shown below based on axial loadı only consider both axes of buckling) W200 Column c) 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 leadland the bending moment as a beam-column. Check the two most critical load combination Assume pinned end conditions at top and bottom of column. Also assume that the girt braces the column to prevent lateral displacement in the weak y-direction only. Note any tables used to obtain values where calculations are not shown (you may use both the blue and green tables). Beam column is adequate (yes or no?)