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BSI BS EN 1993-1-6:2007+A1:2017

Eurocode 3. Design of steel structures -- Strength and stability of shell structures
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BSI BS EN 1993-1-6:2007+A1:2017

Eurocode 3. Design of steel structures -- Strength and stability of shell structures

PUBLISH DATE 2023
PAGES 108
BSI BS EN 1993-1-6:2007+A1:2017

(1) The following rules apply to uniform unstiffened cylindrical shells subjected to uniform global bending.

(2) The rules are limited to the ranges given by:

image

(E.1)

A.1.1.2 Notation

In this subclause the following notation is used (Figure E.1):

Figure E.1Cylinder under global bending

image

r is the radius of the cylinder middle surface;
t is the uniform thickness of the cylinder;
L is the length of the cylinder;
M is the uniform bending moment acting on the cylinder.

A.1.1.3 Boundary conditions

(1) The rules given here are strictly applicable to cylinders with fixed end boundary conditions BC1r. Cylinders with BC1f may also be treated if the dimensionless length ? is greater than 5.

A.1.1.4 Loading conditions

(1) The following rules apply to uniform global bending characterized by the moment M (Figure E.1).

SDO BSI: British Standards Institution
Document Number EN 1993-1-6
Publication Date Dec. 6, 2023
Language en - English
Page Count 108
Revision Level
Supercedes
Committee CB/203
Publish Date Document Id Type View
May 28, 2025 BS EN 1993-1-6:2025 Revision
May 31, 2007 BS EN 1993-1-6:2007 Revision
Dec. 6, 2023 BS EN 1993-1-6:2007+A1:2017 Consolidated
Dec. 19, 2017 BS EN 1993-1-6:2007+A1:2017 Consolidated