A vertical pole, cantilevered at the bottom has a solid circular cross-section of diameter, d = 49.21 mm. It is loaded by a horizontal force, P = 6675 N at the top end. The maximum shear stress in the pole is N/mm2.

A vertical pole, cantilevered at the bottom has a solid circular cross-section of diameter, d = 49.21 mm. It is loaded by a horizontal force, P = 6675 N at the top end. The maximum shear stress in the pole is N/mm2.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.3P: The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and...

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Planar Stresses

Question

A vertical pole, cantilevered at the bottom has a solid circular cross-section of diameter, d = 49.21 mm. It
is loaded by a horizontal force, P= 6675 N at the top end. The maximum shear stress in the pole is
N/mm2.

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