Consider a column bean under compression. A load P is applied at the upper end.Both ends have pinned boundary conditions. As you answer the following questions, you must explain each step, so you can show that you understand each step. You must also be concise and very brief.a.What is the critical load for this system. b.Assume that you now add a pinned supportis located a third of the way from the top of the column,and athird from the bottom of the column. These pinned supports prevent the column from laterally translating at the points of support. What is the new critical load of this system? Solve this problem in two very simple ways
Consider a column bean under compression. A load P is applied at the upper end.Both ends have pinned boundary conditions. As you answer the following questions, you must explain each step, so you can show that you understand each step. You must also be concise and very brief.a.What is the critical load for this system. b.Assume that you now add a pinned supportis located a third of the way from the top of the column,and athird from the bottom of the column. These pinned supports prevent the column from laterally translating at the points of support. What is the new critical load of this system? Solve this problem in two very simple ways
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider a column bean under compression. A load P is applied at the upper end.Both ends have pinned boundary conditions. As you answer the following questions, you must explain each step, so you can show that you understand each step. You must also be concise and very brief.a.What is the critical load for this system. b.Assume that you now add a pinned supportis located a third of the way from the top of the column,and athird from the bottom of the column. These pinned supports prevent the column from laterally translating at the points of support. What is the new critical load of this system? Solve this problem in two very simple ways
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