I can say only one word Sir. Your students are the luckiest to have you as their teaching faculty which will make them to reach hierarchy in their instructions without any ordeal.
Thanks for the feedback. I’ll soon prepare lectures on slab and foundation design as per EC2. The material is ready I just have to find time to prepare slides.
Thanks for the video. So when you say "no rotation about a fixed support" it means that 100% of the moment reaction is transmitted to the member it is connected to because of beam compatibility keeping the angle at 90 degrees, correct? And a pinned connection doesn't not allow the moment around that support to be transmitted to the connected member, but the vertical reaction will cause the connected member to deflect because of beam compatibility?
@@johnkennedy3602 However, these are modelling idealisations. In real life when we test a simple joint it takes nominal moment, for example my testing has shown about 2 kNm moment is taken by the joint. This is very small compared to the moment resistance of the beam - about 400 kNm (in our tested joint). This is how we simplify structures by taking some modelling assumptions
