A 2 kN/m 1.5 m X B 1.5 m * 3 kN m 1.5 m Figure 1. Beam ABC and its loads. 1.5 m E 200 GPa and I = 55 × 106 mm4 1. Express the internal bending moment function and slope function using the Macaulay functions in terms of x and the unknown support reactions. 2. Express the deflection function using the Macaulay functions in terms of x and the unknown support reactions. 3. Determine all the support reactions and the maximum deflection.

A 2 kN/m 1.5 m X B 1.5 m * 3 kN m 1.5 m Figure 1. Beam ABC and its loads. 1.5 m E 200 GPa and I = 55 × 106 mm4 1. Express the internal bending moment function and slope function using the Macaulay functions in terms of x and the unknown support reactions. 2. Express the deflection function using the Macaulay functions in terms of x and the unknown support reactions. 3. Determine all the support reactions and the maximum deflection.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.5.4P: Beam ABC is loaded by a uniform load q and point load P at joint C. Using the method of...

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