Determine the deflection at point D in mm. Using Moment Area Method. Let P =31 kN. EI = 14220 kNm^2

Using conjugate beam method.  If E = 200000MPa, I = 20x10^6mm^4, Compute the slope at right support and Compute the Deflection at D.

3

3. Analyze the following beam using slope-deflection method. First indicate the degrees or freedom. Then, find all reactions of the beam and finally draw the shear and moment diagrams. El is constant and the beam is axially rigid. 1 kip 10 kip.ft 1 kips/ft A D 5 ft 5 ft 10 ft