c) A thin-walled, cantilever beam of unsymmetrical cross-section supports shear loads at its free end as shown in Figure 4. Assume that the shear loads are such that no twisting of the beam occurs. 400 N 800 N 4 2000 mm 40 mm 2.0 mm, 2.0 mm- 80 mm y x 1.0mm 100 mm

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.