1: Give the assembled coefficient matrix K and column vector F for the finite element meshes
shown in the following figures. Assume single degree of freedom per node, and let K® and Fe
denote the element coefficients for the eth element. Your answer should be in terms of element
coefficients K, and F'. You can write a computer subroutine for this.
13
14 15 16
3
129
2
3
9
(1
106
2
011
1
2
8
1
7
5
4.
4
8
5
6
1
3
3
29
1
1
1
67
1
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Answer:
Sorry I don't know
Explanation:
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