duncs
Structural
- Aug 17, 2002
- 10
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
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