Question 4: (10 marks) Design a steel column in 'simple' construction (BS5950). Select a suitable column section in S275 steel to support the ultimate loads from beams A and B as shown in figure below. Assume the column is 8 m long and is effectively held in position at both ends but only restrained in direction at the bottom. Plan on GAP Himale reaction from Ultimate Beam A-200 KN reaction from Beam 3-75 kN Ultimate load due to self-weight BN L8m