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1. For concrete slabs, at least half of the tensile reinforcement from the zone of positive moments must extend beyond the support edge, with a minimum of 3 bars/meter. Concrete slabs behave primarily as flexural members. If a rectangular slab is longer, the load distribution on the shorter side increases. 2. A concentrated load on a slab causes punching shear stresses on a section around the load. Punching shear analysis controls at a distance of 2*d from the loaded area. Loads from wind, earthquakes, an

Author

Gaál Csaba Nimród

Language

EN