3. An overhanging beam of length, 2L, is subjected to a uniform distributed load of length, L, as shown in Figure 4. The
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3. An overhanging beam of length, 2L, is subjected to a uniform distributed load of length, L, as shown in Figure 4. The
3. An overhanging beam of length, 2L, is subjected to a uniform distributed load of length, L, as shown in Figure 4. The load intensity is q and the flexural rigidity is El. Use Castigliano's theorem to determine the vertical deflection at C. (20 marks) (Total: 20 marks) ↓↓↓ L 2L Figure 4: An overhanging beam supporting a distributed load.
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