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BS EN 1996-3:2023 – TC

BS EN 1996-3:2023 – TC

$280.87

Tracked Changes. Eurocode 6. Design of masonry structures – Simplified calculation methods for unreinforced masonry structures

Published By Publication Date Number of Pages
BSI 2023 116
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1.1 Scope of EN 1996-3 (1) This document provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application: – walls subjected to vertical and wind loading; – walls subjected to concentrated loads; – shear walls; – basement walls subjected to lateral earth pressure and vertical loading; – walls subjected to lateral loading but not subjected to vertical loading. NOTE 1 For those types of masonry structures or parts of structures not covered by (1), the design can be based on EN 1996-1-1. NOTE 2 The rules given in this document are consistent with those given in EN 1996-1-1 but are more conservative in respect of the conditions and limitations of their use. (2) This document applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2. (3) The simplified calculation methods given in this document do not cover the design of double-leaf walls. (4) The simplified calculation methods given in this document do not cover the design for accidental situations. 1.2 Assumptions (1) The assumptions of EN 1990 apply to this document. (2) This document is intended to be used, for direct application, together with EN 1990, the EN 1991 series, EN 1996 1-1, EN 1996-1-2 and EN 1996-2. (3) The rules given in this document assume that concrete floors are designed according to EN 1992-1-1.

PDF Catalog

PDF Pages PDF Title
73 undefined
82 1 Scope
1.1 Scope of EN 19963
1.2 Assumptions
2 Normative references
83 3 Terms, definitions and symbols
3.1 Terms relating to wall types
3.2 Symbols
84 4 Basis of design
4.1 General rules
4.1.1 Basic requirements
4.2 Principles of limit state design
4.3 Basic variables
4.3.1 Actions
4.3.2 Material, and product properties
85 4.4 Verification by the partial factor method
4.4.1 Design values of actions
4.4.2 Design values of material properties
4.4.3 Combination of actions
4.4.4 Ultimate limit states
5 Materials
5.1 General
86 5.2 Characteristic compressive strength of masonry
5.3 Characteristic flexural strength of masonry
6 Design of unreinforced masonry walls using simplified calculation methods
6.1 General
6.2 Conditions for application
88 6.3 Walls subjected to vertical and wind loading
6.3.1 General
6.3.2 Effective height of walls
90 6.3.3 Vertical load resistance due to vertical and wind loading
94 6.3.4 Walls subjected to wind load
6.4 Walls subjected to concentrated loads
95 6.5 Walls subjected to in-plane shear loading
96 6.6 Basement walls subjected to lateral earth pressure
97 6.7 Partition walls subjected to limited lateral load but no vertical loads
6.8 Walls subjected to uniform lateral load but no vertical loads
98 Annex A (informative)Simplified calculation method for shear walls
A.1 Use of this Informative Annex
A.2 Scope and field of application
A.3 Method
100 Annex B (informative)Simplified calculation method for the design of partition walls not designed for vertical loads and with limited lateral load
B.1 Use of this Informative Annex
B.2 Scope and field of application
B.3 Conditions for use
101 B.4 Minimum wall thickness and limiting dimensions
104 Annex C (informative)Simplified calculation method for the design of walls subjected to uniform lateral design load and no vertical loads
C.1 Use of this Informative Annex
C.2 Scope and field of application
C.3 Method
110 Annex D (normative)Simplified method of determining the characteristic strengths of masonry
D.1 Use of this annex
D.2 Scope and field of application
D.3 Characteristic compressive strength
113 D.4 Characteristic flexural strengths

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BS EN 1996-3:2023 - TC
$280.87