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

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

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 10.4.12P: Two flat beams AB and CD, lying in horizontal planes, cross at right angles and jointly support a...

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Concept explainers

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.

Question

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Find ixx/iyy

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
2000 mm
2.0 mm
40 mm
2.0 mm-4
80 mm
X
.0 mm
100 mm

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