I recently came across an interesting case at work. I received a model and was asked to check the torsion in an RC beam (which was coming out too low). I've drawn a simple schematic of the problem below.
The Case Study
| Section Name | Dimensions | |
| Columns | C1 | RC Column, 1000x1000 |
| Beams | G-50x140 | RC beam, BxD = 500 x 1400 mm |
| Walls | EW30 | Shear Wall, t = 300 mm |
| Slabs | CS25 | Cantilever slab, L = 2500 mm, t = 250 mm |
...
Conclusion
Today we learnt that the fox is quick, and that it jumped over the lazy dog.