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Steel Tension Member Design | Welded Connections | Bolted Connections | Angles | Eurocode 3 | EN1993
As the tensile force increase on a member it will straighten out as the load is increased. For a member that is purely in tension, we do not need to worry about the section classification since it will not buckle locally. A tension member fails when it reaches the ultimate stress and the failure load is independent of the length of the member ...
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