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What are the two types of restraints in boundary conditions for columns?
What is the purpose of using boundary conditions in solving the governing differential equation?
What is the order of the governing differential equation for columns?
What is the critical load for a portal frame with a column fixed at the base derived considering?
What is the determinant of the stiffness matrix equated to for determining the critical load?
What is the relationship between the element and structure deformation vectors?
What is the effect of axial loading on the bending stiffness?
What is the matrix stiffness method used for?