Sorry in advance for the units guys.
I'll give the full analysis ago and then try and validate against some frame analysis software that I have been using.
Many thanks to you both for your comments.
KootK Is there a numerical range that differentiates a flexurally stiff member from a not very stiff member?
Just to clarify that if I was to go ahead with my assumptions, would I be taking a more conservative approach than if I was to apply a...
Good Morning All,
Could someone please shine some light on how I would go about analysing the truss as per the image below? In reality, the truss members are SHS's where every point specified on the diagram is a weld.
In order to analyse the problem, I was going to assume the following...
