Solve Problems A.1 through A.6 using matrices [A], [B], [C], [D], and {E} given by
(Write ‘‘nonsense’’ if the operation cannot be performed.)
A two-element bar as shown in Figure PA–12 with element lengths L, cross-sectional area A, and Young’s modulus E can be shown to have a stiffness matrix of
Show that the det ([k]) = 0 and hence that [k] is positive semidefinite and the matrix is also singular. Now fix the left end (set u1 = 0) and show that the reduced [k] is
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