A one-story frame structure weighing 5.0 kg is installed on top of the mechanical engineering department. The structure is supported by a tubular steel rod, with one end fixed to the building and the other end attached to the panel. The panel is subject to a wind-induced harmonic force of; f(t) = 4 = 40 cos 37.6992t N. To limit the maximum vibration amplitude of the panel to 0.005 m, determine the necessary cross-sectional dimensions of the steel tube. 2m PANEL BUILDING - Focos wt Tubular steel rod
A one-story frame structure weighing 5.0 kg is installed on top of the mechanical engineering department. The structure is supported by a tubular steel rod, with one end fixed to the building and the other end attached to the panel. The panel is subject to a wind-induced harmonic force of; f(t) = 4 = 40 cos 37.6992t N. To limit the maximum vibration amplitude of the panel to 0.005 m, determine the necessary cross-sectional dimensions of the steel tube. 2m PANEL BUILDING - Focos wt Tubular steel rod
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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