a) Draw the shear force and bending moment diagrams for the beam shown in Figure 3. b) Use the integration method to determine the slope and deflection at Point B. w=20 kN/m A 3 m B EI = 2x108 N m² Figure 3. 7 m C

Calculate the deflection and slope at A and C of the concrete beam in the figure using double integration method. Take E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. please show complete solution.

There is a beam subject to a uniform force w as shown in the figure below. The E of the entire section is 200 GPa and I is 60x10^6 mm^4. (a) Calculate the reaction force at point c and the vertical displacement at point B (b) If the support point C sinks downward by 0.1m for some reason, calculate the reaction force at point C and the vertical displacement of point B.

The beam in Figure 1 has a symmetric cross-section with E = 200 GPa and 1= 17.5×10° mm*: • derive the algebraic expression for the deflection as a function of x = the distance from the left support (A). Use this to calculate the slope at the right end, and the maximum deflection in the beam and its location. 20 kN/m 75kN.m v(x) = j z j dv/dx at right end = Vmax Figure 1 location (i.e. x value) of Vmax =