For both ends of the fixed beam shown in the figure carrying a concentrated load eccentrically placed on the beam, deflection under load is

\(- \frac{{W{a^3}{b^2}}}{{3EI{L^{2\;}}}}\)

\( - \frac{{W{a^2}{b^2}}}{{3\;EI{L^2}}}\)

\( - \frac{{Wa{b^2}}}{{3EIL}}\)

\( - \frac{{W{a^3}{b^3}}}{{3EI{L^3}}}\)

For both ends of the fixed beam shown in the figure carrying a concent

1.	For both ends of the fixed beam shown in the figure carrying a concentrated load eccentrically placed on the beam, deflection under load is
A.	\( - \frac{{W{a^2}{b^2}}}{{3\;EI{L^2}}}\)
B.	\( - \frac{{Wa{b^2}}}{{3EIL}}\)
C.	\( - \frac{{W{a^3}{b^3}}}{{3EI{L^3}}}\)
D.	\(- \frac{{W{a^3}{b^2}}}{{3EI{L^{2\;}}}}\)
Answer» D. \(- \frac{{W{a^3}{b^2}}}{{3EI{L^{2\;}}}}\)

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For both ends of the fixed beam shown in the figure carrying a concentrated load eccentrically placed on the beam, deflection under load is

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