ДСТУ CEN/TS 19103:2022 Єврокод 5. Проєктування дерев`яних конструкцій. Структурне проєктування дерев`яно-бетонних композитних конструкцій. Загальні правила та правила для будівель (CEN/TS 19103:2021, IDT)

ДСТУ CEN/TS 19103:2022
(CEN/TS 19103:2021, IDT)

Єврокод 5. Проектування дерев'яних конструкцій. Структурне проєктування дерев'яно-бетонних композитних конструкцій. Загальні правила та правила для будівель

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

Contents

European foreword

0 Introduction

1 Scope

1.1 Scope of CEN/TS 19103

1.2 Assumptions

2 Normative references

3 Terms, definitions and symbols

3.1 Terms and definitions

3.2 Symbols and abbreviations

4 Basis of design

4.1 General rules

4.2 Principles of limit state design

4.3 Basic variables

4.4 Verification using the partial factor method

5 Materials

5.1 Quasi-constant environmental conditions

5.2 Variable environmental conditions

6 Durability

6.1 General

6.2 Timber decking for composite slabs in buildings

6.3 Resistance to corrosion

7 Structural analysis

7.1 Modelling of the composite structure

7.2 Propping

8 Ultimate limit states

8.1 General

8.2 Beams and slabs - Verification of cross-sections

8.3 Walls

9 Serviceability limit states

9.1 General

9.2 Deflection

9.3 Vibration

9.4 Cracking of concrete

10 Connections

10.1 General

10.2 Mechanical properties obtained from test

10.3 Mechanical properties determined according to this Technical Specification

10.4 Detailing

11 Detailing and execution

11.1 General

11.2 Detailing of the cross-section

11.3 Detailing of the shear connection and influence of execution

Annex A (informative) Yearly variations of moisture content averaged over the timber cross-section for timber-concrete composite structures under variable environmental conditions

A.1 Use of this Annex

A.2 Scope and field of application

A.3 Yearly variations of timber moisture content

Annex B (informative) Calculation of the effect of inelastic strains

B.1 Use of this Annex

B.2 Scope and field of application

B.3 Effective bending stiffness

B.4 Bending moment in the concrete slab (sub. 1) and the timber beam (sub. 2)

B.5 Axial forces

B.6 Shear force in the connection due to shrinkage

Annex C (informative) Experimental determination of the load-carrying capacity and stiffness of timber to concrete connections

C.1 Use of this Annex

C.2 Scope and field of application

C.3 Specimen configuration

C.4 Testing protocol

C.5 Determination of mechanical properties

Bibliography