A hollow circular pole, 3 m high, has an outside diameter of 300 mm and a thickness of 6 mm. It is subjected to the following loads: 1. A vertical compressive load, P = 3 kN at an eccentricity of 100 mm from the centroid of the section. 2. A lateral load, H = 0.45 kN at the top of the pole. The weight of the pole is 150 N/m. Which of the following gives the maximum compressive stress (MPa) at the base of the pole due to the vertical loads?

A hollow circular pole, 3 m high, has an outside diameter of 300 mm and a thickness of 6 mm. It is subjected to the following loads: 1. A vertical compressive load, P = 3 kN at an eccentricity of 100 mm from the centroid of the section. 2. A lateral load, H = 0.45 kN at the top of the pole. The weight of the pole is 150 N/m. Which of the following gives the maximum compressive stress (MPa) at the base of the pole due to the vertical loads?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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