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The frame carries a uniformly distributed load of $5 kN / m$ and a concentrated load of $20 kN$ at point $B$ as shown. Determine all reactions and draw the bending moment diagram for the frame using the force method. Note: Neglect the effects of shear and axial forces; $0 = ? \frac{M _{0} m _{1}}{E I} d x + X_{1} ? \frac{m _{1} m _{1}}{E I} d x$ and $E I$ is constant.

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The frame carries a uniformly distributed load of

5 kN / m

and a concentrated load of

20 kN

at point

B

as shown. Determine all reactions and draw the bending moment diagram for the frame using the force method. Note: Neglect the effects of shear and axial forces;

0 = ? \frac{M _{0} m _{1}}{E I} d x + X_{1} ? \frac{m _{1} m _{1}}{E I} d x

and

E I

is constant.

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