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eccentric angles
eccentric angles
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
check out our whitepaper library.
the formulae to derive the table 24 compressive loads are given in annex c at the end of the code.
linslade
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