Figure 1 shows simply supported beam spanning 9,5 metres. The perman and variable actions at each Tocation are given below. The beam is vestnined only at points A, B, C D, E And P.

You nre required to nelect a suitable time for the conditions nd questions 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

ALB

AC

At D

At E

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/mm?

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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 At B At C AtD At E Permanent 20 KN 56 kN 40 kN Variable 42 KN 65 KN 50 KN 45 kN 32 KN Grade S275 steel throughout Modulus of Elasticity 210kN/mm B F D E 2.5 KIB 2.5 * * . + 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 At B At C AtD At E Permanent 20 KN 56 kN 40 kN Variable 42 KN 65 KN 50 KN 45 kN 32 KN Grade S275 steel throughout Modulus of Elasticity 210kN/mm B F D E 2.5 KIB 2.5 * * . +