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BSI PD CEN/TS 19103:2021:2022 Edition

BSI PD CEN/TS 19103:2021:2022 Edition

$198.66

Eurocode 5. Design of Timber Structures. Structural design of timber-concrete composite structures. Common rules and rules for buildings

Published By Publication Date Number of Pages
BSI 2022 62
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1.1 Scope of CEN/TS 19103 (1) CEN/TS 19103 gives general design rules for timber-concrete composite structures. (2) It provides requirements for materials, design parameters, connections, detailing and execution for timber-concrete composite structures. Recommendations for environmental parameters (temperature and moisture content), design methods and test methods are given in the Annexes. (3) It includes rules common to many types of timber-concrete composite, but does not include details for the design of glued timber-concrete composites, nor for bridges. NOTE For the design of glued timber-concrete composites or bridges alternative references are available. (4) It covers the design of timber-concrete composite structures in both quasi-constant and variable environmental conditions. For ease of use, it provides simple design rules for quasi-constant environmental conditions and more complex rules for variable environmental conditions. 1.2 Assumptions (1) The general assumptions of EN 1990 apply. (2) CEN/TS 19103 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1992 (all parts), EN 1994 (all parts), EN 1995 (all parts), EN 1998 (all parts) when timber structures are built in seismic regions, and ENs for construction products relevant to timber structures.

PDF Catalog

PDF Pages PDF Title
2 undefined
9 1 Scope
1.1 Scope of CEN/TS 19103
1.2 Assumptions
2 Normative references
10 3 Terms, definitions and symbols
3.1 Terms and definitions
11 3.2 Symbols and abbreviations
17 4 Basis of design
4.1 General rules
4.2 Principles of limit state design
18 4.3 Basic variables
4.3.1 Actions and environmental influences
4.3.1.1 General – Quasi-constant environmental conditions
19 4.3.1.2 General – Variable environmental conditions
21 4.3.1.3 Load duration classes – Quasi-constant environmental conditions
4.3.1.4 Load duration classes – Variable environmental conditions
4.3.1.5 Service classes
4.3.2 Material and product properties
23 4.4 Verification using the partial factor method
4.4.1 Design values of actions
4.4.1.1 Design values of actions – Quasi-constant environmental conditions
4.4.1.2 Design values of actions – Variable environmental conditions
4.4.2 Design values of material or product properties
24 4.4.3 Design values of geometrical data
5 Materials
5.1 Quasi-constant environmental conditions
5.1.1 Concrete
5.1.2 Reinforcing steel
5.1.3 Timber
25 5.1.4 Connections
5.2 Variable environmental conditions
5.2.1 General
5.2.2 Concrete
5.2.3 Timber
6 Durability
6.1 General
6.2 Timber decking for composite slabs in buildings
6.3 Resistance to corrosion
26 7 Structural analysis
7.1 Modelling of the composite structure
7.1.1 General
27 7.1.2 Time-dependent behaviour
30 7.2 Propping
8 Ultimate limit states
8.1 General
8.2 Beams and slabs – Verification of cross-sections
8.2.1 Verification of timber
8.2.2 Verification of concrete
31 8.2.3 Verification of connections
8.2.4 Verification of concrete for in-plane shear (including diaphragm actions)
35 8.3 Walls
9 Serviceability limit states
9.1 General
9.2 Deflection
36 9.3 Vibration
9.3.1 General
9.3.2 Floor vibration
9.4 Cracking of concrete
9.4.1 General
9.4.2 Minimum reinforcement
38 10 Connections
10.1 General
10.2 Mechanical properties obtained from test
10.3 Mechanical properties determined according to this Technical Specification
10.3.1 General
39 10.3.2 Dowel-type fasteners
10.3.2.1 Slip modulus
10.3.2.2 Load-carrying capacity
40 10.3.2.3 Detailing, sizes and distances
10.3.3 Steel rebar glued into timber perpendicular to the shear plane
10.3.3.1 Slip modulus
10.3.3.2 Load-carrying capacity
41 10.3.3.3 Detailing, sizes and distances
10.3.4 Notched connections
10.3.4.1 General
42 10.3.4.2 Slip modulus
10.3.4.3 Load-carrying capacity
45 10.4 Detailing
10.4.1 General
10.4.2 Minimum tensile force between the timber and the concrete
11 Detailing and execution
11.1 General
46 11.2 Detailing of the cross-section
11.3 Detailing of the shear connection and influence of execution
11.3.1 Resistance to separation
11.3.2 Cover and concreting for buildings
47 11.3.3 Reinforcement in the slab
48 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
51 Annex B (informative)Calculation of the effect of inelastic strains
B.1 Use of this Annex
B.2 Scope and field of application
B.2.1 General
B.2.2 Fictitious vertical load equivalent to inelastic strains
52 B.3 Effective bending stiffness
54 B.4 Bending moment in the concrete slab (sub. 1) and the timber beam (sub. 2)
B.5 Axial forces
55 B.6 Shear force in the connection due to shrinkage
57 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
58 C.4 Testing protocol
59 C.5 Determination of mechanical properties

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BSI PD CEN/TS 19103:2021
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