Eurokodas 1. Poveikiai konstrukcijoms. 1-3 dalis. Sniego apkrovos

Komentavimo iki data 2023-05-28

Projekto etapai

1. Decision on WI Proposal

2. Projektas

3. Viešoji apklausa

Nuo 2023-03-10 iki 2023-05-28

4. Closure of enquiry

5. Submission to Formal Vote

Organizacija

CEN Europos standartizacijos komitetas

ICS

91.010.30 - Techniniai aspektai

Technikos komitetas

TK 38 Statybinės konstrukcijos

Užsienio technikos komitetas

CEN/TC 250

Komentarų skaičius

Komentavimo pradžia

2023-03-10

Taikymo sritis

1.1 Scope of EN 1991-1-3 (1) EN 1991-1-3 gives principles and rules to determine the values of loads due to snow to be used for the structural design of buildings and civil engineering works. (2) This Part does not apply to sites at altitudes above 1500 m, unless otherwise specified. NOTE For rules for the treatment of snow loads for altitudes above 1500 m see 6.1. (3) This Part does not give guidance on specialist aspects of snow loading, for example: - impact snow loads resulting from snow sliding off or falling from a higher roof; - changes in shape or size of the construction works due to the presence of snow or the accretion of ice which could affect the wind action; - loads in areas where snow is present all year round; - lateral loading due to snow creep (e.g. lateral loads exerted by drifts); - loads due to artificial snow. 1.2 Assumptions The assumptions given in FprEN 1990:2022, 1.2 apply to EN 1991-1-3.

Ryšiai

Pakeis

prEN 1991-1-3