A steel bracket ABCD $\left(E I=4.2 \times 10^{6} \mathrm{~N} \cdot \mathrm{m}^{2}\right)$ , with span length L = 4.5 m and dimension a = 2m, is subjected to load P = 10 kN at D.
The maximum deflection at B is approximately: (A) $ 10 \mathrm{~mm} $ (

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The Answer of A steel bracket ABCD $\left(E I=4.2 \times 10^{6} \mathrm{~N} \cdot \mathrm{m}^{2}\right)$ , with span length L = 4.5 m and dimension a = 2m, is subjected to load P = 10 kN at D.
The maximum deflection at B is approximately: (A) $ 10 \mathrm{~mm} $ (

A Steel Bracket ABCD (EI=4.2×106 N⋅m2)\left(E I=4.2 \times 10^{6} \mathrm{~N} \cdot \mathrm{m}^{2}\right)(EI=4.2×106 N⋅m2)

A Steel Bracket ABCD $\left(E I=4.2 \times 10^{6} \mathrm{~N} \cdot \mathrm{m}^{2}\right)$