supported with a column (member CD). Moment M is applied to Point B, which is located at the midspan of the beam AC. The column is required to prevent excessive deflection of the beam as shown below. Determine the ratio of internal force in the column (member CD) to the critical buckling load of the column (Pcr). The length for both of the members, L, is 1,500 mm. The applied moment, M, is 80 kN·m. The flexural rigidity, EI, is 4.0X107 kN·mm2.
supported with a column (member CD). Moment M is applied to Point B, which is located at the midspan of the beam AC. The column is required to prevent excessive deflection of the beam as shown below. Determine the ratio of internal force in the column (member CD) to the critical buckling load of the column (Pcr). The length for both of the members, L, is 1,500 mm. The applied moment, M, is 80 kN·m. The flexural rigidity, EI, is 4.0X107 kN·mm2.
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter12: Electric Current And Related Variables In Engineering
Section12.2: Electrical Circuits And Components
Problem 6BYG
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A cantilever beam (member AC) is supported with a column (member CD). Moment M is applied to Point B, which is located at the midspan of the beam AC. The column is required to prevent excessive deflection of the beam as shown below. Determine the ratio of internal force in the column (member CD) to the critical buckling load of the column (Pcr).
The length for both of the members, L, is 1,500 mm.
The applied moment, M, is 80 kN·m.
The flexural rigidity, EI, is 4.0X107 kN·mm2.
Transcribed Image Text:k
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