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BS EN 1993-1-5:2024 – TC

BS EN 1993-1-5:2024 – TC

$280.87

Tracked Changes. Eurocode 3. Design of steel structures – Plated structural elements

Published By Publication Date Number of Pages
BSI 2024 219
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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.

PDF Catalog

PDF Pages PDF Title
133 undefined
145 1 Scope
146 2 Normative references
3 Terms and definitions
3.1 Terms
148 3.2 Sign convention
3.3 Symbols
149 4 Basis of design
4.1 General rules
4.1.1 Basic requirement
4.2 Partial factors
150 4.3 Effective width models for global analysis
151 4.4 Plate buckling effects on uniform members
152 4.5 Reduced stress method
4.6 Design assisted by finite element analysis
4.7 Non-uniform members
4.8 Members with corrugated webs
5 Shear lag in member design
5.1 General
5.2 Elastic shear lag
5.2.1 Effectives width
155 5.2.2 Stress distribution due to shear lag
5.2.3 In-plane load effects
156 5.3 Shear lag at the ultimate limit state
5.3.1 Shear lag consideration
157 5.3.2 Interaction between shear lag and plate buckling
6 Plate buckling effects due to direct stresses at the ultimate limit state
6.1 General
158 6.2 Resistance to direct stresses
6.3 Effective cross-section
160 6.4 Plate elements without longitudinal stiffeners
6.4.1 Plate buckling behaviour
164 6.4.2 Column buckling behaviour
165 6.5 Stiffened plate elements with longitudinal stiffeners
6.5.1 General
167 6.5.2 Plate buckling behaviour
168 6.5.3 Column buckling behaviour
170 6.6 Interpolation between plate and column buckling
6.6.1 General
172 6.6.2 Alternative methods for evaluating the weighting factor ξ
175 6.6.3 Alternative simplified method for longitudinally stiffened panels in bending
177 6.7 Verification
178 7 Resistance to shear
7.1 General
179 7.2 Design resistance
180 7.3 Contribution from the web
183 7.4 Contribution from flanges
184 7.5 Verification
8 Resistance to patch loading
8.1 General
185 8.2 Design resistance
8.3 Length of stiff bearing
8.4 Reduction factor χF
186 8.5 Effective loaded length
187 8.6 Verification
9 Interaction
9.1 Interaction between shear force, bending moment and axial force
188 9.2 Interaction between transverse force, bending moment and axial force
9.3 Interaction between transverse force, bending moment and shear force
189 10 Flange induced buckling
190 11 Stiffeners and detailing
11.1 General
11.2 Direct stresses
11.2.1 Minimum requirements for transverse stiffeners
194 11.2.2 Minimum requirements for longitudinal stiffeners
11.2.3 Welded plates
195 11.2.4 Cut outs in stiffeners
197 11.3 Shear
11.3.1 Rigid end post
11.3.2 Stiffeners acting as non-rigid end post
198 11.3.3 Intermediate transverse stiffeners
11.3.4 Longitudinal stiffeners
11.3.5 Welds
11.4 Transverse loads
199 12 Reduced stress method
12.1 General
12.2 Verification of the buckling resistance
201 12.3 Plate slenderness
202 12.4 Reduction factors
206 13 Plate girders with corrugated webs
13.1 General
13.2 Ultimate limit state
13.2.1 Moment of resistance
208 13.2.2 Shear resistance
209 13.2.3 Resistance to transverse forces
211 13.2.4 Interaction between shear force and bending moment
13.2.5 Interaction between transverse force, bending moment and shear force
13.2.6 Requirements for end stiffeners
212 Annex A (informative)Calculation of critical stresses for stiffened plates
A.1 Use of this informative annex
A.2 Scope and field of application
A.3 Equivalent orthotropic plate for plates with at least three longitudinal stiffeners
213 A.4 Equivalent orthotropic plate for plates with one or two longitudinal stiffeners
214 A.5 Shear buckling coefficients
A.6 Buckling coefficient for patch loading
216 Annex B (informative)Non-uniform members
B.1 Use of this informative annex
B.2 Scope and field of application
B.3 General
B.4 Interaction of plate buckling and lateral torsional buckling

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BS EN 1993-1-5:2024 - TC
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