n the figure, compute the vertical and horizontal components of displacement of joint E produced by the loads. The area of bars AB, BD, and CD = 5 in^2 , the area of all other bars = 3 in^2. E = 30,000 kips/in^2 .   Use Virtual Work Method to find the - Vertical Displacement a

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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

Consider the truss shown in (Eigure 1). AE is constant. Assume that AE is in kN. Use the principle of virtual work to solve this problem. Figure A 7 kN. 2m 60° 2m 1 of 1 Part A Determine the horizontal displacement of joint A measured rightward. Express your answer in terms of A and E. Express the coefficients using three significant figures. Enter positive value if the displacement is rightward and negative value if the displacement is leftward. 195] ΑΣΦ. 11 Ivec AL Submit Provide Feedback Request Answer ? m Next >