9 kN-m 33 kN/m A By (KN): Cy (KN): C₁: C₂: EIBA (+): 2m 2 kN/m C +im -3 m- EISA (1+): Előo (1+):. EIB (+): Loc. Sec Max (m):. Elbec Max (+): D

For the beam shown derive the reaction forces, moments, slope and deflection curves using the method of integration. Use E, and I for the modulus of Elasticity and Inertia, respectively. wo A

provide complete and neat solution

Problem 5 Using the conjugate-beam method, determine the displacement at D and the slope at D. Assume A is fixed support, B is a pin, and C is a roller. Take E = 29×10³ ksi, I = 650 in ¹. 12 ft- B -12 ft Ic 12 ft- 24 k

Solve using Double Integration Method. Please specify the solutions thank you.

Please solve fully with diagrams as needed and for all parts of the question. Question:  a) What is deflected shape of the beam? b) Find dispacement of beam at point B using moment-area method. c) Find displacement of beam at point B using Castiglianos theorem. Assume EI is constant for all

Derive the following equation of maximum deflection using double integration method.

Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN

Two Dimensional Force System Let the force (F) shown below with the direction (0); we can resolve this force into two components: 1-Horizontal Component (Fx) which lies on X-axis. 2-Vertical Cor nent (Fy) which lies on Y-axis. y F Leca R

Civil Engineering Finite Element Method Q1:Cosider the axially loaded nonprismatic member shown below. Using a quadratic isoparametric element (3 nodes), derive the stiffness matrix and the load vector due to self weight of the member. A1 nodel IA node 3 node2 A 21