Finite Element Method

Q2: An assemblage of 5 CST elements is shown below, the Global- Local numbering map is as follows: Element Global Numbering of Nodes No. Local node Local node Local node 1 2 3 1 71 5 2 2 2 5 4 3 2 4 3 4 4 5 6 5 4 6 7 Assemble The global stiffness matrix in terms of the element entries (Kij) Q2: An assemblage of 5 CST elements is shown below, the Global- Local numbering map is as follows: Element Global Numbering of Nodes No. Local node Local node Local node 1 2 3 1 71 5 2 2 2 5 4 3 2 4 3 4 4 5 6 5 4 6 7 Assemble The global stiffness matrix in terms of the element entries (Kij)