EK691
According to EC2, the effective span of a beam continuous over its supports should normally be taken as the distance between the centres of the supports.
EK449
To secure the high structural efficiency of a thin shell, select a shape, proportions, and supports for the specific design conditions that come as close as possible to satisfying the […]
EK294
Web shear cracks occur in beams with thin webs in regions with high shear and low moment. They are relatively uncommon cracks and may occur near the inflection points of […]
EK183
Shear compression failure occurs if a flexural crack develops into a shear crack which propagates through the member into the compression zone, leading to an eventual crushing of the concrete. […]
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, […]