I have a situation where I have a post-installed anchor failing in concrete breakout in Tension. The anchor is 50mm from the edge (of the old concrete in grey). However we are pouring new concrete and epoxing rebar into the old concrete. Can I assumed the edge distance to now be >50mm (ie the...
Unfortunately, the piece of a equipment has only 4 bolts and is in a circular pattern.
For the effective length of the purple line, it's just simply the length of the purple line correct? However, I'm not understanding how to calculate the effective length to consider for the circular? I...
I have a circule plate that supports a piece of a equipment typically on a CHS (sometimes a SHS)and I'm trying to understand my "effective length" that I can assume when checking the plate in bending. I'm not really 100% sure on Yield Line Analysis and I'm trying to have a better understanding...
I have a column on a slab on grade w/ thickened pad (locally) and edges. Unfortunately, the thickened portion is NOT sufficient to handle the uplift load. I am not relying on the slab on grade to help with uplift currently.
How much slab on grade (beyond the thickened portion) can I assume to...
Hello Everyone!
Has anyone ever designed structures in the Netherlands? I'm going through the National Annexes and converting them to English (as the NEN does not provide them in English; Dutch Only) and I can't seem to find the National Annex for Seismic Actions. My site is outside of the...
