masproblema?
Seems like some problems wont stop coming.
What are we going to do about this?
About who is coming?
The decision shall be collective.
It's a democracy after all.
Let's see, perhaps some members of society have more value than others in the decision, how do we actually govern?
The tension member is assumed to be connected to end plates, can you solve that problem?
/structural steel design
/nominal strength of plates
/tensile yielding of connecting elements
/tensile rupture of connecting elements
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Thoughts?