Figure 1 shows a simply supported beam spanning 9.5 metres. The permanent and variable actions at each location are given below. The beam is restrained only at points A, B, C, D, E and F. You are required to select a suitable beam for the conditions and actions given. Your verification should include: 1. Method by which the beam is selected 2. Beam classification in bending 3. Design resistance to shear 4. Design resistance to bending 5. Design resistance to lateral torsional buckling including the value of the design buckling resistance bending moment 6. Deflection (Allowable deflection of span/300) Actions AB AC AD At B Permanent 20 KN 56 KN 40 KN 32 KN Variable 42 KN 65 KN 50 KN 45 KN Grade S275 steel throughout Modulus of Elasticity 210kN/mm2 het Figure 1 shows a simply supported beam spanning 9.5 metres. The permanent and variable actions at each location are given below. The beam is restrained only at points A, B, C, D, E and F. You are required to select a suitable beam for the conditions and actions given. Your verification should include: 1. Method by which the beam is selected 2. Beam classification in bending 3. Design resistance to shear 4. Design resistance to bending 5. Design resistance to lateral torsional buckling including the value of the design buckling resistance bending moment 6. Deflection (Allowable deflection of span/300) Actions AB AC AD At B Permanent 20 KN 56 KN 40 KN 32 KN Variable 42 KN 65 KN 50 KN 45 KN Grade S275 steel throughout Modulus of Elasticity 210kN/mm2 het