Problem

Form the structure stiffness matrix for the truss in Figure P17.3. Partition the matrix as...

Form the structure stiffness matrix for the truss in Figure P17.3. Partition the matrix as indicated by Equation 17.30. Compute all joint displacements and reactions using Equations 17.34 and 17.35. For all bars, A = 2 in 2 and E = 30,000 kips/in 2.

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Solutions For Problems in Chapter 17

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