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A Steel Bracket ABCD (EI=4.2×106 Nm2)\left(E I=4.2 \times 10^{6} \mathrm{~N} \cdot \mathrm{m}^{2}\right)

question 91

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A steel bracket ABCD (EI=4.2×106 Nm2)\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 mm 10 \mathrm{~mm}
(B) 14 mm 14 \mathrm{~mm}
(C) 19 mm 19 \mathrm{~mm}
(D) 24 mm 24 \mathrm{~mm}

 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}   (B)   14 \mathrm{~mm}   (C)   19 \mathrm{~mm}   (D)   24 \mathrm{~mm}


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