2. Note the loaded beam shown in figure 2. Point A is at x = 0 m, point B is at point x = 6 m, and point C is at x = 8 m. Note that there is an applied clockwise moment of 200 kN-m at point C. Derive the equations that describe shear (V) and bending moment (M) over the length of the loaded beam. Include free body diagrams of the sections for each distinct region of the beam. You do not need to draw the shear and bending moment diagrams. Just derive the equations.
2. Note the loaded beam shown in figure 2. Point A is at x = 0 m, point B is at point x = 6 m, and point C is at x = 8 m. Note that there is an applied clockwise moment of 200 kN-m at point C. Derive the equations that describe shear (V) and bending moment (M) over the length of the loaded beam. Include free body diagrams of the sections for each distinct region of the beam. You do not need to draw the shear and bending moment diagrams. Just derive the equations.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter10: Statically Indeterminate Beams
Section: Chapter Questions
Problem 10.3.4P: A fixed-end beam AB of a length L supports a uniform load of intensity q (see figure). Beginning...
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