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Eccentric Angles

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duncs

Structural
Aug 17, 2002
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JP
Hi All,
I am investigating angles that are connected through one leg in truss arragements, part of this is to use the british method to work out capacities for australian sections. To do this i need to work out how the values in table 24 of BS 5950 (british steel code) were derived.
cheers
duncan
 
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