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I was hoping someone could help me interpret Figure D2 from AS4600:2018 with respect to the hx and hy parameters required for the distortional buckling stresses. Any one have more details or description around this? Thanks...

Hi I am a structural engineer looking into a question regarding Broms method for lateral loads on piles. In my case the pile is to be designed accounting for soil evacuation to a depth of 1 m so essentially a solider pile wall type design. I have attached an image. When using Broms there is...

Hi all, I have been looking into existing timber sub-floor systems that have undersized timber floor joists under load-bearing walls. It seems like the most economical and simple construction option is sistering timber joists to increase the section modulus, bending strength, and stiffness in...