Hi
My question is in relation to clause 5.7.2 of AS3600 paragraph 2.
Does that mean if you have a steel wall head/wind beam supporting the top of a panel like you might have between steel portal frames (like a PFC on its flat for example) that you can adopt the panel thickness values in table 5.7.1 for structural adequacy as opposed to the values in table 5.7.2?
Regards
My question is in relation to clause 5.7.2 of AS3600 paragraph 2.
Does that mean if you have a steel wall head/wind beam supporting the top of a panel like you might have between steel portal frames (like a PFC on its flat for example) that you can adopt the panel thickness values in table 5.7.1 for structural adequacy as opposed to the values in table 5.7.2?
Regards