| http://www.w3.org/ns/prov#value | - However, this solution is not technically suitable in the case of thin slabs (thickness not greater than 30 mm), for various reasons and in particular because of the fact that, in order to obtain a reinforcement able to ensure resistance to concentrated loads exceeding the limit value set by the standards, a meshwork formed by round iron rods of a diameter slightly less than the overall thickness
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