2 m, as shown in the figure below. Constructed, load P=5,000 N is given perpendicular to point C. The pq plane with each α = 36° at the bar AC. There is. The elastic coefficient of all materials is E=150 GPa. a) Draw a free object diagram and seek repulsion at points A and B. b) Obtain the vertical and shear stresses acting on the pq plane. c) Find the vertical and horizontal displacement at point C.

2 m, as shown in the figure below. Constructed, load P=5,000 N is given perpendicular to point C. The pq plane with each α = 36° at the bar AC. There is. The elastic coefficient of all materials is E=150 GPa. a) Draw a free object diagram and seek repulsion at points A and B. b) Obtain the vertical and shear stresses acting on the pq plane. c) Find the vertical and horizontal displacement at point C.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.2.7P: Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 15 in. and...

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