Question 2 (15 marks) The column in Figure 1 is 7 m long and is effectively held in position at both ends but only restr
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Question 2 (15 marks) The column in Figure 1 is 7 m long and is effectively held in position at both ends but only restr
Question 2 (15 marks) The column in Figure 1 is 7 m long and is effectively held in position at both ends but only restrained in direction at the bottom. Design a suitable UC section using grade S275 steel, in terms of compression and buckling, to support a factored axial concentric load of 280 kN including self-weight of column. Assume the selected cross-section is Class 1. (PLOS. CLO3) (15 marks) L-7m Ultimate load due to self-weight 5 KN Figure 1