Investigate the flexural adequacy of the beam sections of figures 1 and 2 to carry the given loads shown below. Neglect beam weight. 600 20kN/m 2m O 400 Fig. 1 O t 1m 25kN t 6m 1m 600 40kN/m 100 t 400 100 100 Fig. 2 2m 400 200 000 100
Investigate the flexural adequacy of the beam sections of figures 1 and 2 to carry the given loads shown below. Neglect beam weight. 600 20kN/m 2m O 400 Fig. 1 O t 1m 25kN t 6m 1m 600 40kN/m 100 t 400 100 100 Fig. 2 2m 400 200 000 100
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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