Q$1.$ Using the Moment$-$Area Method, calculate the slope at A and the deflection at mid$-$span of the loaded simply$-$supported beam below. Assume EI is constant.

Q$2.$ For the cantilever beam loaded as shown below, calculate the following using the Conjugate Beam Method:

a$)$ The slope at B

b$)$ The slope at C

c$)$ The deflection at $\backslash ($ C $\backslash )$

Assume EI is constant.

Q$3.$ The continuous beam below has constant flexural rigidity EI for both spans. It is hinged at $\backslash ($ A $\backslash )$ and supported on rollers at $\backslash ($ B $\backslash )$ and $\backslash ($ C $\backslash ).$

Determine the support moments using the three moment equation and draw the hendinn moment diacram.