A thin-walled, cantilever beam supports shear loads at its free end as shown in Figure Q3.1. Cross-section dimensions are shown in Figure Q3.1 as well. Assume that the shear loads are such that no twisting of the beam occurs. All the panels have thickness 2 mm besides for flange 6-7-8 that has thickness 3 mm. 50 mm 200 N 50 mm 1 8 50 mm 2 4 3 6 400 N X 1000 mm

A thin-walled, cantilever beam supports shear loads at its free end as shown in Figure Q3.1. Cross-section dimensions are shown in Figure Q3.1 as well. Assume that the shear loads are such that no twisting of the beam occurs. All the panels have thickness 2 mm besides for flange 6-7-8 that has thickness 3 mm. 50 mm 200 N 50 mm 1 8 50 mm 2 4 3 6 400 N X 1000 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

Chapter4: Shear Forces And Bending Moments

Section: Chapter Questions

Problem 4.3.8P: At a full d raw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure....

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