I'm currently designing foundations for a three-storey apartment building located near the coast. The geotechnical report indicates sandy soil conditions with a high water table (approximately 1.5 meters below ground level). I'm considering the use of concrete piles, but I’m unsure whether this...
Hi gents,
I have a UB steel beam connected to a reinforced concrete (RC) column, either positioned on top of the column or attached to its side. Based on my analysis, which assumes pin connections at the ends, I am obtaining the following design actions.
However, I believe both connection...
