thread507-238142
Poul75, you posted a thread concerning Masonry Veneer walls over 11m (36ft).
Your question was:
'A constractor ask me if it's possible to not install shelf angles when the masonry veneer (brick) wall exceed 11m (empirical method)?
This implies that brick becomes structural...
PSL Columns (like Parallam):
Does anyone know why there is such a big difference between calculated axial capacity loads (calculated with a software like WoodWorks or similar) and the axial capacity loads supplied by the supplier ? Sometimes, the value calculated with the software is more than...
Hi everyone!
I'm looking to find good references, books or articles on the subject of 'Cracks in structural slabs and walls' and in particular on the subject of 'normallity of having some cracks'.
We all know that a cetain amount of cracks is normal in concrete poured on site. But when it comes...
