For the beam loaded as shown, determine the reaction components using each of the following methods: 1.)Double Integration Method 2.) Area Moment Method 3.)Conjugate Beam Method4.)Method of Three Moments Use E=200 GPa,I=800x106mm4whennecessary. Assigned P values 167.5

Using double integration method derive an expression for the maximum value of deflection for the simply supported beam

The simply supported beam shown in Fig. P-610 carries a uniform load of intensity w symmetrically distributed over part of its length. Determine the maximum deflection ô and check your result by letting a = 0 and comparing with the answer to Problem 3. Wo 2b a R1 R2

2. A uniform, simply supported beam, is loaded as shown in Figure 2. Using singularity functions, determine an expression for the bending moment at any point along the beam. Hence, determine the slope of the beam at point, A, and the deflection of the beam at point, B. The bending stiffness of the beam is 3200 Nm². 320 N 200 N/m 1.2m 0.6m Figure 2 2 A 0.4m X * B D