Cold formed structural members are being used more widely in
routine structural design as the world steel industry moves from
the production of hot-rolled section and plate to coil and strip,
often with galvanised and/or painted coatings. Steel in this form
is more easily delivered from the steel mill to the manufacturing
plant where it is usually cold-rolled into open and closed section
members.
This book not only summarises the research performed to date on
cold form tubluar members and connections but also compares design
rules in various standards and provides practical design examples.
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