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

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

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.8.4P: A simple beam AB of length L is subjected to loads that produce a symmetric deflection curve with...

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