(b) A 30 kN vertical compressor foundation system is operated at 40 Hz. The foundation soil is medium stiff clay having a coefficient of Elastic Uniform Compression of 4000 kN/m³. Determine the natural frequency and the magnification factor. Assume the weight of the foundation to be 0.25 m times the weight of the machine. The base area of the foundation block is 3 m². The damping factor is given as ε = 0.

(b) A 30 kN vertical compressor foundation system is operated at 40 Hz. The foundation soil is medium stiff clay having a coefficient of Elastic Uniform Compression of 4000 kN/m³. Determine the natural frequency and the magnification factor. Assume the weight of the foundation to be 0.25 m times the weight of the machine. The base area of the foundation block is 3 m². The damping factor is given as ε = 0.

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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