...
According to Article 4.5.6.2 - 3.6.2.2 of TBDY , in buildings where there are A2 and A3 type irregularities and / or floors are not intended to operate as a rigid diaphragm , and in slab systems without reinforced concrete beams, floors will be modeled with two-dimensional finite elements.
...
| Child pages (Children Display) |
|---|
...
Next Topic