1.1 Scope of EN 1993-1-5 (1) This document provides rules for structural design of stiffened and unstiffened nominally flat plates which are subject to in-plane forces. (2) Non-uniform stress distributions due to shear lag, in-plane load introduction and plate buckling are covered. The effects of out-of-plane loading are outside the scope of this document. NOTE 1 The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1. NOTE 2 For the design of slender plates which are subject to repeated direct stress and/or shear and also fatigue due to out-of-plane bending of plate elements ("breathing"), see EN 1993-2 and EN 1993-6. NOTE 3 For the effects of out-of-plane loading and for the combination of in-plane effects and out-of-plane loading effects, see EN 1993-2 and EN 1993-1-7. (3) Single plate elements are considered as nominally flat where the curvature radius r in the direction perpendicular to the compression satisfies, as illustrated in Figure 1.1: r=b^2/t (1.1) where b is the panel width; t is the plate thickness. Figure 1.1 - Definition of plate curvature 1.2 Assumptions (1) Unless specifically stated, EN 1990, the EN 1991 series and EN 1993-1-1 apply. (2) The design methods given in EN 1993-1-5 are applicable if - the execution quality is as specified in EN 1090-2 and - the construction materials and products used are as specified in the relevant parts of the EN 1993 series or in the relevant material product specifications.
Tämän julkaisun valmistelusta Suomessa vastaa Metalliteollisuuden Standardisointiyhdistys ry, puh. 09 19 231 (vaihde).
EN 1090-2:2018+A1:2024 Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
EN 1990:2023 Eurocode - Basis of structural and geotechnical design
EN 1991-1-1:2002 Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings
EN 1090-2:2018+A1:2024 Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
EN 1990:2023 Eurocode - Basis of structural and geotechnical design
EN 1991-1-1:2002 Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings
EN 1991-1-2:2024 Eurocode 1 - Actions on structures – Part 1-2: Actions on structures exposed to fire
EN 1991-1-3:2003 Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads
EN 1991-1-3:2003/A1:2015 Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads
EN 1991-1-4:2005 Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions
EN 1991-1-4:2005/A1:2010 Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions
EN 1991-1-5:2003 Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions
EN 1991-1-6:2005 Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution
EN 1991-1-7:2006 Eurocode 1 - Actions on structures - Part 1-7: General actions - Accidental actions
EN 1991-1-7:2006/A1:2014 Eurocode 1 - Actions on structures - Part 1-7: General actions - Accidental actions
EN 1991-2:2023 Eurocode 1 - Actions on structures - Part 2: Traffic loads on bridges and other civil engineering works
EN 1991-3:2006 Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machinery
EN 1991-4:2006 Eurocode 1 - Actions on structures - Part 4: Silos and tanks
EN 1993-1-1:2022 Eurocode 3 - Design of steel structures - Part 1-1: General rules and rules for buildings
Tämä on nk. toisen sukupolven eurokoodi, jota ei ole vielä otettu käyttöön Suomessa. Katso tätä standardia vastaava ensimmäisen sukupolven standardi. Lisätietoja eurokoodeista www.eurocodes.fi.