Hi there,
So the reason I have this question is that we had to design a prop to support a tilt panel wall before it was tied into the steel portal structure.
we can size the prop and tie it into the tilt panel easy enough. We can analyse the shear for where the prop is tied into the existing...
Hi there,
We have a client wanting to seismically upgrade their unreinforced masonry building.
The building is a shop so has long shear walls on 3 of the sides and is open along the front.
We propose that we put in a large stiff portal frame along the front of the building to give it lateral...