EK693
In addition precast roof, floor and stair members not containing ties should be anchored back to the parts of the structure containing the ties. The capacity of this anchorage should […]
EK363
For structures that possess a low frequency of between approximately 3 to 10 Hz, harmonic components of the walking force can coincide with the floor frequency causing resonant excitation; in […]
EK230
Concrete floor slabs should have movement joints at around 20-30 m.
EK180
The precast concrete floor or roof is analysed by considering the slab as a deep horizontal beam, analogous to a plate girder or beam containing chord elements. The stabilising cores, […]