Hi. At work I'm currently preparing for casting a slab, and the following doubt arised.
One of the beams is a 1m tall beam which starts from the slab and goes up. The slab is a "waffle slab" of 20cm thickness.
The engineer which made the structural design, told us that it is OK to first cast...
Hi, I have a doubt regarding RC beams.
If you are building a rectangular room, which has 4 columns (one in each corner) and 4 beams, how should you proceed with the analysis of the beams?
Should I consider them to be fixed-fixed? My guess is that this is the correct answer, but I'm not 100%...
