003 Anchorage Length Part2

A cantilever 180mm thick slab is subjected to a distributed designed load, as shown in the figure below. The primary top reinforcement of the slab is T16@250, designed to be anchored in a 300mm thick wall. The concrete is from class C30/37, and the reinforcement class is AH500. The nominal cover in the wall and the slab is 35mm and 25mm, respectively. Determine the required anchorage length of the reinforcement according to Eurocode 1992-1-1 and clearly show from which point the anchorage length is defined.

The corner reinforcement of the slab is not shown in this figure. For more information, you can check Eurocode 1992-1-1 Clause 9.3.1.4

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