The given truss structure is loaded by a force F at the joint D and is to examine their buckling resistance. All bars have a circular cross-sectional area. F D EA3,L3 EA,L EA,L V3 (2) (3 2 A B L (a) Calculate the length L3 of the unloaded member 3 and the displacement coefficier of the joint of D in the r and y directions when the force F is applied. (b)How big are the bar forces? (c) Which staff are fundamentally at risk of buckling?
The given truss structure is loaded by a force F at the joint D and is to examine their buckling resistance. All bars have a circular cross-sectional area. F D EA3,L3 EA,L EA,L V3 (2) (3 2 A B L (a) Calculate the length L3 of the unloaded member 3 and the displacement coefficier of the joint of D in the r and y directions when the force F is applied. (b)How big are the bar forces? (c) Which staff are fundamentally at risk of buckling?
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.3.5P: A vertical bar is loaded with axial loads at points B, C, and D. as shown in the figure. The bar is...
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