(Answered): For the cantilever steel beam [E=200 GPa; I=129×106 mm4] shownin the figure, use the double-integra ...

For the cantilever steel beam [E = 200 GPa; I = 129 x 10° mm4] shown in the figure, use the double-integration method to determine the deflection at A. Assume L = 2.2 m, P = 65 kN, and wo = 78 kN/m P Wo A I Part 1 Write an equation for the internal moment in the beam as a function of location x. Verify your equation by calculating the moment in the beam at two locations: (a)x = 0.733 m, and (b) x = 1.1 m. Enter your answers with the correct signs for the internal bending moment in the beam based on the sign convention. kN m (a) M (b) M =i kN m Part 2 Correct. Integrate your moment equation twice to write an expression for deflection v in terms of constants of integration, Ci and C2 Choose the correct equation below. Px3 wox EI v= CxC2 6 120L Part 3 Evaluate the constants of integration, C1 and C2, where these are shown in the deflection equation from Step 2. Clearly, the numerical values for these constants depend on the units specified. Be attentive to the units used on all parameters and be sure to enter your answer for C1 in units of kN m2 and your answer for C2 in units of kN m3 C1 kN m i C2 kN m Part 4 Determine the deflection at A. Enter a negative value if A deflects downward, or a positive value if it deflects upward. VA i mm