SIST EN 1991-1-3:2004
(Main)Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads
General Information
- Abstract
Assessment of loads imposed by snow to be used in the structural design of buildings and civil engineering works on sites at altitudes below 1500 m.
- Status
- Published
- Publication Date
- 31-Aug-2004
- Technical Committee
- KON - Structures
- Current Stage
- 6100 - Translation of adopted SIST standards (Adopted Project)
- Start Date
- 07-May-2007
- Due Date
- 05-May-2008
- Completion Date
- 19-Sep-2007
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Overview
SIST EN 1991-1-3:2004 (Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads) is a vital European standard for structural engineers and designers. Published by the Slovenski inštitut za standardizacijo (SIST), this standard outlines the methodologies for assessing snow loads on buildings and civil engineering works located on sites at altitudes below 1500 m. Its adoption ensures consistency and safety in structural design across Europe, harmonising procedures and enabling compliance with essential regulatory requirements for structural integrity under snow conditions.
Key Topics
Scope and Applicability: The standard provides comprehensive guidelines for evaluating snow loads and applies to most structures below 1500 meters elevation. It does not cover sites above this altitude or address specialist snow loading scenarios such as loads from snow sliding off roofs, areas where snow persists year-round, or ice loading.
Classification of Actions: Snow loads are treated as variable, fixed actions and are primarily considered static. Exceptional or accidental actions, such as rare heavy snowfalls or exceptional snow drifts, are addressed separately, with the National Annex allowing country-specific adjustments.
Determination of Snow Loads:
- Ground Snow Load: Characteristic values are determined based on historical data, statistical analyses, and specific site conditions. Annex C provides European ground snow load maps.
- Roof Loads: Snow load calculations on roofs consider shape, exposure, thermal properties, and local climatic conditions. The standard establishes undrifted and drifted snow load scenarios.
Load Arrangements and Design Situations: Load arrangements account for undrifted and drifted snow as well as exceptional snow cases. The standard describes persistent/transient and accidental design situations and clarifies which should be considered based on local geographical and climatic factors.
Key Coefficients: Parameters such as the exposure coefficient (Ce), thermal coefficient (Ct), and snow load shape coefficients are defined, impacting how loads are calculated for various roof types and scenarios.
Applications
SIST EN 1991-1-3:2004 is critical for:
- Structural Design of Buildings: Ensuring roofs and supporting structures are properly dimensioned to withstand anticipated snow loads, preserving safety and structural performance.
- Civil Engineering Works: Applicable to a wide range of infrastructure projects, providing a harmonised approach to load assessment.
- Regulatory Compliance: Used as a benchmark for meeting the essential requirements of the EU’s Construction Products Directive, particularly regarding mechanical resistance and stability.
- Project Specification and Procurement: Referred to in contract documentation and engineering service specifications, promoting uniformity and clarity across the construction sector.
Practical applications include designing residential, commercial, and industrial facilities in snow-prone areas, supporting the safe integration of innovations like green roofs or complex geometrical forms.
Related Standards
- EN 1990:2002 - Eurocode: Basis of structural design
- EN 1991-1-1:2002 - Eurocode 1: General actions - Densities, self-weight, and imposed loads for buildings
- EN 1991-2 - Eurocode 1: Actions on structures - Traffic loads on bridges
- Other Eurocodes: Such as those covering concrete (EN 1992), steel (EN 1993), timber (EN 1995), and masonry (EN 1996) structures, which are used in conjunction with EN 1991-1-3 for comprehensive structural design.
SIST EN 1991-1-3:2004 thus serves as a fundamental document for snow load assessment, supporting safe, resilient, and compliant building design throughout Europe. Its careful implementation enables engineers, contractors, and regulatory authorities to achieve harmonised construction quality and safety standards for all structures potentially affected by snow.
Relations
- Effective Date
- 01-Sep-2004
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 19-May-2026
- Effective Date
- 09-Feb-2026
- Effective Date
- 09-Feb-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
- Referred By
SIST EN 1069-1:2017+A1:2019 - Water slides - Part 1: Safety requirements and test methods - Effective Date
- 28-Jan-2026
- Effective Date
- 28-Jan-2026
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Get Certified
Connect with accredited certification bodies for this standard
DIBt (Deutsches Institut für Bautechnik)
German Institute for Building Technology.
DIN CERTCO
DIN Group product certification.
Aboma Certification B.V.
Specialized in construction, metal, and transport sectors.
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Frequently Asked Questions
SIST EN 1991-1-3:2004 is a standard published by the Slovenian Institute for Standardization (SIST). Its full title is "Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads". This standard covers: Assessment of loads imposed by snow to be used in the structural design of buildings and civil engineering works on sites at altitudes below 1500 m.
Assessment of loads imposed by snow to be used in the structural design of buildings and civil engineering works on sites at altitudes below 1500 m.
SIST EN 1991-1-3:2004 is classified under the following ICS (International Classification for Standards) categories: 91.010.30 - Technical aspects. The ICS classification helps identify the subject area and facilitates finding related standards.
SIST EN 1991-1-3:2004 has the following relationships with other standards: It is inter standard links to SIST ENV 1991-2-3:1998, SIST EN 1991-1-1:2004, SIST EN 1990:2004, SIST-TS CLC/TS 50711:2026, SIST EN 50583-2:2016, SIST EN 50583-1:2016, SIST EN 81-44:2025, SIST EN 12976-1:2017, SIST EN 12976-1:2022, SIST EN 15700:2023, SIST-TP CEN/TR 16999:2019, SIST EN 14015:2005, SIST EN 14620-1:2024, SIST EN 1069-1:2017+A1:2019, SIST EN 1069-1:2017. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
SIST EN 1991-1-3:2004 is associated with the following European legislation: EU Directives/Regulations: 2005-01-4408, 305/2011, 89/106/EEC; Standardization Mandates: M/265, M/BC/CEN/89/11. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
SIST EN 1991-1-3:2004 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loadsEvrokod 1: Vplivi na konstrukcije - 1-3. del: Splošni vplivi – Obtežba snegaEurocode 1 - Actions sur les structures - Partie 1-3: Actions générales - Charges de neigeEurocode 1 - Einwirkungen auf Tragwerke - Teil 1-3: Allgemeine Einwirkungen, SchneelastenTa slovenski standard je istoveten z:EN 1991-1-3:2003SIST EN 1991-1-3:2004en91.010.30Technical aspectsICS:SIST ENV 1991-2-3:19981DGRPHãþDSLOVENSKI
STANDARDSIST EN 1991-1-3:200401-september-2004
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1991-1-3July 2003ICS 91.010.30Supersedes ENV 1991-2-3:1995English versionEurocode 1 - Actions on structures - Part 1-3: General actions -Snow loadsEurocode 1 - Actions sur les structures - Partie 1-3: Actionsgénérales - Charges de neigeEurocode 1 - Einwirkungen auf Tragwerke - Teil 1-3:Allgemeine Einwirkungen-SchneelastenThis European Standard was approved by CEN on 9 October 2002.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and UnitedKingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2003 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1991-1-3:2003 E
1 Agreement between the Commission of the European Communities and the European Committee for Standardisation(CEN) concerning the work on EUROCODES for the design of building and civil engineering works (BC/CEN/03/89).
2 According to Art. 3.3 of the CPD, the essential requirements (ERs) shall be given concrete form in interpretative documents forthe creation of the necessary links between the essential requirements and the mandates for hENs and ETAGs/ETAs.3 According to Art. 12 of the CPD the interpretative documents shall :a) give concrete form to the essential requirements by harmonising the terminology and the technical bases and indicating classes or levelsfor each requirement where necessary ;b) indicate methods of correlating these classes or levels of requirement with the technical specifications, e.g. methods of calculation and ofproof, technical rules for project design, etc. ;c) serve as a reference for the establishment of harmonised standards and guidelines for European technical approvals.The Eurocodes, de facto, play a similar role in the field of the ER 1 and a part of ER 2.
4 see Art.3.3 and Art.12 of the CPD, as well as clauses 4.2, 4.3.1, 4.3.2 and 5.2 of ID 1.
Exposure coefficientCtThermal coefficientCeslCoefficient for exceptional snow loadsA Site altitude above sea level [m]SeSnow load per metre length due to overhang [kN/m]FsForce per metre length exerted by a sliding mass of snow [kN/m]Latin lower case lettersbWidth of construction work [m]dDepth of the snow layer [m]hHeight of construction work [m]kCoefficient to take account of the irregular shape of snow (see also 6.3)lsLength of snow drift or snow loaded area [m]
may be set by the National Annex of EN 1990:2002.The recommendedvalues of the coefficients 0, 1 and 2 for buildings are dependent upon the location of thesite being considered and should be taken from EN 1990:2002, Table A1.1 or Table 4.1 below,in which the information relating to snow loads is identical.
1000 m above sealevel0,500,200,004.3. Treatment of exceptional snow loads on the ground(1) For locations where exceptional snow loads on the ground can occur, theymay be determined by:sAd = Cesl sk(4.1)where:sAd is the design value of exceptional snow load on the ground for thegiven location;Cesl is the coefficient for exceptional snow loads;sk is the characteristic value of snow load on the ground for a givenlocation.NOTE: The coefficient Cesl
may be set by the National Annex. The recommended
value forCesl
is 2,0 (see also 2(3))5. Section 5Snow load on roofs5.1. Nature of the load(1)P The design shall recognise that snow can be deposited on a roof in manydifferent patterns.(2) Properties of a roof or other factors causing different patterns can include:a) the shape of the roof;b) its thermal properties;
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