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The vertical deflection at the free end of a cantilever beam subjected to a load of 100 N as shown in figure is 2m

The vertical deflection at the free end of a cantilever beam subjected to a load of 100 N as shown in figure is 2m (a) 1400/EI (c) 200/EI 100 N 1m EI flexural rigidity = (b) 1400/3 EI (d) 100/EI

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