a) Force
b) Load
c) Rows and columns
d) Undefined
Answer: c
Explanation: By elimination approach method we can construct a global stiffness matrix by load and force acting on the structure or an element. Then reduced stiffness matrix can be obtained by eliminating no of rows and columns of a global stiffness matrix of an element.
Related Posts
For modeling of inclined roller or rigid connections, the method used is ___
In penalty approach evaluate _______ at each support.
The first step of penalty approach is, adding a number C to the diagonal elements of the stiffness matrix. Here C is a __________
If Q1=a1 then a1 is _________
Penalty approach method is easy to implement in a ______
In elimination approach method, extract the displacement vector q from the Q vector. By using ___
Equilibrium conditions are obtained by minimizing ______
Join The Discussion