Structural Timber Design, eBundle

PREFACE LIST OF ABBREVIATIONS 1 TIMBER AS A STRUCTURAL MATERIAL 1.1 Building with timber - advantages and challenges 1.2 Mechanical properties of solid timber 1.2.1 Influence of the fibre direction 1.2.2 Strength values of solid timber 1.2.3 Deformation properties of solid timber 1.2.4 Influence of load duration and humidity 1.3 Wood based products 1.3.1 Solid structural timber and glued solid timber 1.3.2 Glued laminated timber 1.3.3 Cross laminated timber 1.4 Wood based materials 1.4.1 Laminated veneer lumber 1.4.2 Plywood 1.4.3 OSB 1.4.4 Particle boards 1.4.5 Fibreboards 2 STRUCTURAL DESIGN OF BEAM-TYPE MEMBERS 2.1 Basics of structural design 2.1.1 Action combinations 2.1.2 Modification factors and deformations factors 2.2 Bending 2.3 Shear 2.4 Torsion and rolling shear 2.5 Buckling 2.5.1 Lateral bending buckling - kc method 2.5.2 Lateral torsional buckling - km method 2.5.3 Torsional flexural buckling 2.5.4 Calculation according to Second Order Theory 2.6 Tension and bending 2.7 Serviceability limit state 2.7.1 Deformations 2.7.2 Vibrations 3 STRESSES PERPENDICULAR TO THE GRAIN 3.1 Introduction 3.2 Compression 3.2.1 Compression perpendicular to the grain 3.2.2 Compression stresses at an angle to the grain 3.3 Tension perpendicular to grain 3.3.1 General 3.3.2 Notches 3.3.3 Tension loaded connections perpendicular to grain 3.3.4 Holes in glulam beams 4 CONNECTIONS - DOWEL-TYPE 4.1 General 4.2 Connections with dowel-type fasteners 4.2.1 Overview 4.2.2 Deformation behaviour 4.2.3 Basics of the calculation of shear loaded connections 4.2.4 Shear loaded timber-timber connections 4.2.5 Shear loaded timber-timber connections - simplified calculation 4.2.6 Shear loaded steel-timber connections 4.2.7 Shear loaded steel-timber connections - simplified calculation 4.3 Dowels and Bolts 4.4 Nails and staples 4.4.1 Definitions 4.4.2 Construction rules for connections with nails 4.4.3 Construction rules for staples 4.4.4 Load bearing capacity 4.5 Connections with screws 4.5.1 General 4.5.2 Conceptual design of screwed connections 4.5.3 Load bearing capacity 4.5.4 Application examples and execution 4.6 Block shear 4.7 Reinforcement of doweled connections 4.8 Connections with Cross-laminated timber (CLT) 5 CONNECTIONS II - OTHER 5.1 Shear connectors 5.1.1 Mechanism 5.1.2 Connector types and construction rules 5.1.3 Load bearing capacity 5.2 Carpentry joints 5.2.1 Introduction 5.2.2 Halving joints 5.2.3 Step joints 5.2.4 Mortise and tenon 5.2.5 Wooden nails 5.2.6 Deformations - slip moduli 5.3 Hinged and moment resistant connections 5.3.1 Structural detailing and calculation modelling 5.3.2 Principle of intersection 5.3.3 Rules for detailing 5.4 Adhesive bonded connections 5.4.1 Introduction 5.4.2 Adhesive bonding of structural elements 5.4.3 Connections, local reinforcement and repair 5.5 Reinforcement against tension forces perpendicular to the grain 5.5.1 Notches 5.5.2 Connections perpendicular to grain 5.5.3 Openings 6 STRUCTURAL ELEMENTS - BEAM TYPE MEMBERS 6.1 Glulam beams 6.1.1 Bending stresses 6.1.2 Tension stresses perpendicular to the grain 6.2 Trusses 6.3 Composite elements 6.3.1 Beams, slab and roof elements 6.3.2 Timber-concrete composites (TCC) 6.3.3 Columns 6.4 Bracing - Design and detailing 6.4.1 Introduction 6.4.2 Roof structures 6.4.3 Beams and columns 6.5 Modelling of beam type elements 7 STRUCTURAL ELEMENTS - PLANE 7.1 Light frame elements 7.1.1 Introduction 7.1.2 Wall elements 7.1.3 Slab elements - diaphragms 7.1.4 Connections and anchoring 7.2 Cross laminated timber (CLT) 7.2.1 Production, load bearing characteristics, and strength 7.2.2 Plates 7.2.3 Wall panels 7.2.4 Detailing and load transfer 7.3 Modelling of plane elements 7.3.1 CLT plates 7.3.2 Shear walls 7.4 Interaction of diaphragms and bracing walls 8 DYNAMIC BEHAVIOUR OF TIMBER STRUCTURES 8.1 Dynamics and vibration 8.1.1 Structures under dynamic impact 8.1.2 Natural frequencies of simple systems 8.2 Vibration of slabs 8.3 Structures under earthquake impact 8.3.1 Earthquake impact and energy dissipation 8.3.2 Conceptual design and calculation of building structures 8.3.3 Response spectra procedure - Equivalent load 8.3.4 Verification of wall and slab elements 9 DURABILITY AND FIRE PROTECTION 9.1 Durability 9.1.1 Principles and definitions 9.1.2 Durability of wood species 9.1.3 Constructive measures against biological attack 9.1.4 Encapsulated construction 9.1.5 Wood treatment 9.2 Resistance to corrosion 9.3 Fire protection 9.3.1 Introduction 9.3.2 Terminology and legal regulations 9.3.3 Building classes 9.3.4 Classification and requirements for structural elements and materials 9.4 Calculation of fire resistance time 9.4.1 Effective cross section method 9.4.2 Connections 10 CONCEPTUAL DESIGN 10.1 Multi-storey timber buildings 10.1.1 Introduction 10.1.2 Design criteria 10.2 Roof structure 10.2.1 Introduction 10.2.2 Criteria for conceptual design 10.2.3 Primary and secondary load bearing elements 10.2.4 Beams and columns 10.2.5 Arches, cables and domes 10.3 Bridges 10.3.1 Introduction 10.3.2 Design criteria 10.3.3 Actions 10.3.4 Load transfer 10.3.5 Maintenance 11 SUPPLEMENTARY THEORETICAL BACKGROUND 11.1 Strength and Size Effect 11.2 Fracture mechanics - brittle failure 11.2.1 B- and D-areas 11.2.2 Linear-elastic fracture mechanics - energy based fracture criterion 11.2.3 Application of fracture mechanics 11.3 Theory of Plasticity 11.3.1 Introduction 11.3.2 Application of the upper bound theorem 11.3.3 Application of the lower bound theorem 11.3.4 Capacity design 11.4 Calculation methods for composite beams - efficient stiffness method 11.5 Volkersen's theory for adhesive bonded connections 11.6 Calculation according to Second Order Theory REFERENCES STANDARDS AND TECHNICAL REGULATIONS PRODUCT INFORMATION (EXEMPLARILY)