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Additional info for Behaviour and Design of Steel Structures to AS4100 [Australian]

Sample text

1 Reduction of a [3-D] structure to simpler forms This book deals chiefly with steel frame structures composed of one-dimensional members, but much of the information given is also relevant to plate structures. The members are assumed to be hot-rolled or fabricated from hot-rolled elements, while the frames considered are those used in buildings. However, much of the material presented is also relevant to bridge structures [2], and to structural members cold-formed from light-gauge steel plates [3–5].

2 ANALYSIS OF STATICALLY DETERMINATE MEMBERS AND STRUCTURES For an isolated statically determinate member, the forces and moments acting on the member are already known, and the structural analysis is only used to determine the stiffness and strength of the member. A linear elastic (or first-order elastic) analysis is usually made of the stiffness of the member when the material non-linearities are generally unimportant and the geometrical non-linearities are often small. The strength of the member, however, is not so easily determined, as one or both of the material and geometric non-linearities are most important.

The yield stress also varies with the heat treatment used and with the amount of working which occurs during the rolling process. 88 The behaviour Behaviour and and design Designofofsteel Steelstructures StructurestotoAS AS4100 4100 Fig. 6 Idealized stress-strain relationship for structural steel Thus thinner plates which are more worked have higher yield stresses than thicker plates of the same constituency. The yield stress is also increased by cold working. The rate of straining affects the yield stress, and high rates of strain increase the upper or first yield stress (see the broken line in Fig.

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