ДСТУ EN 1996-1-1:2022 Єврокод 6. Проєктування цегляних конструкцій. Частина 1-1. Загальні правила для армованих і неармованих цегляних конструкцій (EN 1996-1-1:2022, IDT)

ДСТУ EN 1996-1-1:2022
(EN 1996-1-1:2022, IDT)

Єврокод 6. Проєктування цегляних конструкцій. Частина 1-1. Загальні
правила для армованих і неармованих цегляних конструкцій

 
     
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Офіційне видання розповсюджує національний орган стандартизації
(ДП «УкрНДНЦ» http://uas.gov.ua)

Contents

European foreword

Introduction

1 Scope

2 Normative references

3 Terms, definitions and symbols

3.1 Terms and definitions

3.2 Symbols

4 Basis of design

4.1 General rules

4.2 Principles of limit state design

4.3 Basic variables

4.4 Verification by the partial factor method

4.5 Design assisted by testing

5 Materials

5.1 Masonry units

5.2 Mortar

5.3 Concrete infill

5.4 Steel reinforcement

5.5 Prestressing systems

5.6 Ancillary components

5.7 Mechanical properties of masonry

5.8 Deformation properties of masonry

6 Durability

6.1 General

6.2 Classification of environmental conditions

6.3 Durability of masonry

6.4 Masonry below ground

7 Structural analysis

7.1 General

7.2 Structural behaviour in accidental situations (other than fire)

7.3 Imperfections

7.4 Second order effects

7.5 Analysis of structural members

8 Ultimate limit states

8.1 General

8.2 Verification of unreinforced masonry walls subjected to mainly vertical loading

8.3 Verification of unreinforced masonry walls subjected to combined vertical and horizontal loading in the plane of the wall

8.4 Verification of unreinforced masonry walls subjected to mainly lateral loading

8.5 Verification of unreinforced masonry walls subjected to combined vertical and lateral loading

8.6 Ties

8.7 Verification of reinforced masonry members subjected to bending, bending and axial loading, or axial loading

8.8 Verification of reinforced masonry members subjected to shear loading

8.9 Prestressed masonry

8.10 Confined masonry

9 Serviceability limit states

9.1 General

9.2 Unreinforced masonry walls

9.3 Reinforced masonry members

9.4 Prestressed masonry members

9.5 Confined masonry members

9.6 Walls subjected to concentrated loads

10 Detailing

10.1 Masonry details

10.2 Reinforcement details

10.3 Prestressing details

10.4 Confined masonry details

10.5 Connection of walls

10.6 Chases and recesses on walls

10.7 Damp proof courses

10.8 Thermal and long term movement

11 Execution

11.1 General

11.2 Design of structural members

11.3 Loading of masonry

Annex A (informative) Consideration of partial factor for materials relating to execution

Annex В (informative) Method for calculating the second order effect

Annex C (informative) Simplified methods for calculating the out-of-plane eccentricity of loading on walls

Annex D (informative) Bending moment coefficients, α₂, in single leaf laterally loaded wall panels

Annex E (informative) Limiting height and length to thickness ratios for unreinforced walls and walls with only bed joint reinforcement under the serviceability limit state

Annex F (informative) Capacity reduction factor for slenderness and eccentricity

Annex G (informative) Adjustment of lateral load for walls supported on three or four edges subjected to out-of-plane horizontal loading and vertical loading

Annex H (informative) Reinforced masonry members subjected to shear loading: enhancement of the design shear strength of masonry, f_vd

Annex I (informative) A design method for complex shaped members subjected to mainly vertical loading

Annex J (informative) Method for walls under combined lateral and vertical loading taking buckling due to vertical loading and flexural strength into account

Annex К (informative) Mean material properties

Bibliography