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  FAQ SUE n. 13

  Ai sensi dell’art. 53 del D.P.R. 380/2001 (L. 1086/71, art. 1, primo, secondo e terzo comma), si considerano: a) opere in conglomerato cementizio armato normale, quelle composte da un complesso di strutture in conglomerato cementizio ed armature che assolvono ad una funzione statica; b) opere in conglomerato[...]

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  FAQ SUE n. 12

  The opening of spaces within partition walls represents a change in rigidity and resistance of the same element which must be carefully evaluated. The mandatory standard provides that following this intervention the change in stiffness is consistent with the provisions of paragraph C.8.4.1 of the circular[...]

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  FAQ SUE n. 11

  In the event that the opening affects a load-bearing structural element, it is possible to classify the intervention as local only if this does not lead to a change in the response of the main element and does not lead to a reduction in safety. To verify this condition, you can[...]

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  FAQ SUE n. 10

  “Local interventions” are interventions that do not modify the weight, type and stiffness characteristics. In particular, it is remembered that within Circular 7 of 21 January 2019 they can fall into the category of local interventions provided that it is demonstrated that all the interventions[...]

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  FAQ SUE n. 9

  With a certain frequency we observe the filing of documents relating to mezzanines. These elements inserted in a building, be it in load-bearing masonry or steel or reinforced concrete, can induce even significant shear actions on the vertical elements, given the proportionality of these with the[...]

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  FAQ SUE n. 8

  With DGR 4317 of 15/02/2021, as already provided for in LR no. 20 of 30/09/2020, specific regulations have been issued for interventions without relevance for seismic purposes in Lombardy: the interventions excluded from the seismic deposit referred to in the art. have been identified. 93 of the national Presidential Decree 380 and by[...]

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  FAQ SUE n. 7

  The art. 5 of LR 33/2015 provides that "the works referred to in article 93 paragraph 1 of Presidential Decree 380/2001 fall within the scope of application of this law...". This article states “1. In the seismic zones referred to in article 83, anyone who intends to carry out construction, repairs and additions is liable[...]

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  FAQ SUE n. 6

  Static testing concerns all structural types and not just works in reinforced concrete or steel. This obligation derives from the application of the NTC 2018, which regulate the use of all construction materials (steel, masonry, wood and mixed structures). FAQ SUE n. 6 - Published on March 6, 2020

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  FAQ SUE n. 5

  The NTC2018 in chapter 8.3 have listed in detail when verification of the foundation system is mandatory. It is clarified that this analysis must be carried out if: conditions exist that could give rise to phenomena of global instability; there are major disruptions in the construction attributable[...]

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  FAQ SUE n. 4

  The geological report must always be attached to the project with the exception of interventions not listed in point 6.1.1 of the NTC2018 or which have no influence on them. In fact, it is a mandatory document contained within the specialist reports provided for in point 5.1) of the chapter[...]