4. 1) Determine the reaction at the supports; 2) Show the shear and moment diagrams. El...

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4. 1) Determine the reaction at the supports; 2) Show the shear and moment diagrams. El is a constant. (Note: The beam is statically indeterminate. Using the formulations of slopes and deflections of beams given in Appendix C of the textbook, and the method of superposition,) A 8 kN 10 kN 4 m 4 m 4 m 2) Draw the curvature of the beam and find the maximum slope and deflection E=200 GPa, I = 550 x 106 mm. B 4. 1) Determine the reaction at the supports; 2) Show the shear and moment diagrams. El is a constant. (Note: The beam is statically indeterminate. Using the formulations of slopes and deflections of beams given in Appendix C of the textbook, and the method of superposition,) A 8 kN 10 kN 4 m 4 m 4 m 2) Draw the curvature of the beam and find the maximum slope and deflection E=200 GPa, I = 550 x 106 mm. B