Hello everyone,
I have flat slab and the columns are not symmetrically placed. I am calculating punching shear acc. to Euro code and German national Anex. There are Beta factors give by Eurocode for symmetrically loaded supports and adjacent span less than 25%. But the there is also an option to...
Hello Everyone,
Does the Eurocode has a rule in case where there is Large Loaded area Aload,in which punching shear is ignored and may be shear verification is required? For example for a column with large diameter, with dia >1.5m and slab of 25 cm. My thinking is that i have large area and i...
Hello!
I am currently designing a parallel chord timber roof truss. The hall dimensions are LXBxH 28mx15mx7m. The truss are spread along the length of the building, the first and the last truss lies directly at the timber walls. The roof covering provides no bracing. I am having a problem on...
