Sketch the loads and degrees of freedom for your structure and use the assembly method to derive the global stiffness matrix for the structure. Apply loads and boundary conditions and determine expressions for any non-constrained degrees of freedom. An example stiffness matrix for a single element is given below for reference, use this as a starting point. cos cos sin sin 3= -cos sin cos sin sin -cos sin cos cos sin cos sin K=k X K2 3 k1 45 k1 45 2 k Explain why a 2D truss is the most suitab
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