Hi All,
I had to design a supporting system for 3m tall decorating clinker brick wall. It will be resting on an UPE section, which has brackets mounted at 2m c/c. I wonder what the deflection tolerance for such a brick wall may be.
I'M afraid of diagonal cracks in the brick wall due to...
Hi all.
I have a project where the helical piles shall be installed in stiff medium clay. I only have drill logs and consistency. I have to work with table correlations. GWL is very high, (at about -0.3m)
Loads:
factored DL is 100kN
factored LL is 60kN
total factored load: 160kN
In ALL...
Hi All,
I'm looking for a design method for a Monopole Pipe Bolted Moment Splice with Internal bolts.
See attached picture too.
I've found reference for Petersen, but I wonder if there's any other method, ar least this Petersen method is available somewhere? (It seems hard to obtain the...
I'd be carefeul designing a base plate connection according to a FEM model.
Connections heavily depend on more complex material behaviours, and often backed by serious testing and experiments.
That's why those formulas are implemented in the codes. I'd rely on the codified methods.