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CHAPTER 4: Indeterminate Frames
The Simplified Stiffness Method discussed in Chapter 3 can be applied to analyse
indeterminate frames. The fixed-end forces and displacements due to applied loads
acting on single-span beams are used as input [Handout 3]. Similarly, the member-end
forces and displacements due to a unit displacement corresponding to the unknown
displacement are used as input. These member-end forces are called stiffness
coefficients [Handout 4]. The solution procedure is similar to that of multi-span beams.
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Specifications
- School: Bradford
- Subject: Theory Of Structures
- All documents for this course ›
Document
- Section: Summaries
- Made on: 01-06-2025
- Type: .pdf
- Pages: 18
- Language: English
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