In this chapter, the story modeling options and their effects on the stiffnesses are explained using a simple example.
Building
- two stories with h = 3 m each
- Length: 6 m
- Width: 6 m
- two walls with l = 1 m each made of CLT and d = 12 cm; global orientation Y
- zwei Wände mit je l = 1 m aus Beton C20/25 mit d = 12 cm; globale Ausrichtung X
- Ceiling first floor: Beton C20/25 mit d = 16 cm
- Ceiling 2nd floor: CLT mit d = 16 cm
- Slab to Wall Connection: Hinged
- Line supports: fixed in vertical direction, local
- one nodal support for each wall, globally in X and Y
- LC1: 2 kN/m² per slab in direction Z, no consideration of the automatic self-weight
- LC2: 2 kN/m in direction Y for boundary line on each floor
