A simply supported beam is to span 5 metres and support uniformly distributed characteristic dead and imposed loads of 200 kN/m and 100 kN/m respectively as shown in Figure 3. Both of the flanges are laterally and torsionally restrained. Design a suitable UB section to satisfy bending, shear and deflection criteria using steel grade $275. Assume E = 205 GPa. 200 kN/m dead load 100 kN/m imposed load C 5 metres Figure 3

Elements Of Electromagnetics
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4. A simply supported beam is to span 5 metres and support uniformly distributed characteristic dead
and imposed loads of 200 kN/m and 100 kN/m respectively as shown in Figure 3. Both of the
flanges are laterally and torsionally restrained. Design a suitable UB section to satisfy bending, shear
and deflection criteria using steel grade $275. Assume E = 205 GPa.
200 kN/m dead load
100 kN/m imposed load
B
5 metres
Figure 3
Transcribed Image Text:4. A simply supported beam is to span 5 metres and support uniformly distributed characteristic dead and imposed loads of 200 kN/m and 100 kN/m respectively as shown in Figure 3. Both of the flanges are laterally and torsionally restrained. Design a suitable UB section to satisfy bending, shear and deflection criteria using steel grade $275. Assume E = 205 GPa. 200 kN/m dead load 100 kN/m imposed load B 5 metres Figure 3
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