Just a general question seeking some responses based on personal experiences please:
How has the construction industry changed over the years in regards to structural engineering, and the structural engineers role?
I am desinging a connection to transfer moment (small amount) and have specified Turn of Nut pretension. Should I design the bolts using SC shear values, or bearing type? There is not tension on the bolt group, long slotted holes are used in the direction of force.
