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Static indeterminancy

Figure 4.50

Figure 4.50 Hartsuijker & Welleman (2006)

A distinction can be made whether or not equilibrium relations are enough to solve:

  • support reactions (external static indeterminancy)
  • section forces (internal static indeterminancy)

These two categories are treated together in chapter 4.5.2 and 4.5.3 of the book Engineering Mechanics Volume 1 Hartsuijker & Welleman, 2006.

For truss structures, the analysis is simplified as shown in chapter 9.2.2 of the book Engineering Mechanics Volume 1 Hartsuijker & Welleman, 2006.

ExercisesΒΆ

  • If you’re a TU Delft student, you can practise with the following ANS exercises.
  • Exercises 4.11 - 4.22, in chapter 4.6 of the book Engineering Mechanics Volume 1 Hartsuijker & Welleman, 2006. Ignore questions regarding kinematic determinancy. Answers are available on this website.
  • Exercise 9.6, in chapter 9.4 of the book Engineering Mechanics Volume 1 Hartsuijker & Welleman, 2006. Ignore questions regarding kinematic determinancy. Answers are available on this website.
ReferencesΒΆ
  1. Hartsuijker, C., & Welleman, J. W. (2006). Engineering mechanics: Volume 1: Equilibrium. In Engineering Mechanics: Volume 1: Equilibrium. Springer Dordrecht. 10.1007/978-1-4020-5483-9