Structural Analysis Equations

Equations for deformation and stress, which are the
basis for tension members and beam and column
design, are discussed in this chapter. The first two
sections cover tapered members, straight members, and
special considerations such as notches, slits, and size effect.
A third section presents stability criteria for members subject
to buckling and for members subject to special conditions.
The equations are based on mechanics principles and are not
given in the design code format found in Allowable Stress
Design or Load and Resistance Factor Design specifications.
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