Search results for query: *

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...

Here we go : National Building Code - Canada 2005 Volume 2 Division B Appendix D D-2.6.6 AND CAN/CSA S16-01 - Limit States Design of Steel Structures 18.2 I hope this will help.

pwht1 I'll have to find it, I don't have that with me here. We've done some buildings a few years back with those columns. I'll let you know.

Thank you all. I'll look at all your suggestions and references. That is all very interesting. kikflip, your document is quite interesting and summarizes it all. In my case, I know that all the cracks I've seen were caused by shrinkage. I've designed tens of buildings with underground parking...

Hi The National Building Code of Canada and the Canadian Design of Steel Construction Standard (Limit states design of Steel Structures CAN/CSA S16-01) both have instructions and formulas for that topic. Good luck.

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...