Manual for Detailing Reinforced Concrete Structures to EC2 /
"Detailing is an essential part of the design process. This thorough reference guide for the design of reinforced concrete structures is largely based on Eurocode 2 (EC2), plus other European design standards such as Eurocode 8 (EC8), where appropriate. With its large format, double-page spread...
Clasificación: | Libro Electrónico |
---|---|
Autor principal: | |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
Boca Raton, FL :
CRC Press,
2014.
|
Edición: | First edition. |
Temas: | |
Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; Half Title; Title Page; Copyright Page; Contents; List of tables; Foreword; The author; Author's curriculum vitae; Acknowledgements; Citations; General notes; The three golden rules for pouring concrete on site; Part 1: General rules for bending, placing, anchoring and welding reinforcing bars; 1. Introduction; 1.1 Summary of codes and standards on construction details; 1.1.1 Permissible mandrel diameters for bent bars (See EC2, 8.3); 1.1.2 Standard bends, hooks and loops; 1.1.3 Cover; 1.1.4 Bar spacing; 1.1.5 Bundled bars; 1.1.6 Surface reinforcement; 1.2 Tying bars
- 1.2.1 Tying method1.2.2 Tie points; 1.3 Spacers and chairs; 1.3.1 Types of spacer and chair; 1.3.2 Graphic representation; 1.3.3 Placement rules; 1.4 Welding reinforcing bars; 1.4.1 Types of weld; 1.4.2 Welded joint details; 1.5 Verification of the anchorage limit state; 1.5.1 Bond anchorage; 1.5.2 Welded transverse bar anchorage; 1.6 Anchorage rules for welded transverse bars; 1.6.1 Bars where ≤ ØT ≤ 32 mm, 14 ≤ ØL ≤ 32 mm; 1.6.2 Bars where ØT ≤ 12 mm, ØL ≤ 12 mm; 1.7 Relationship between construction details and durability; Part 2: Constructive details; Group 01 Foundations
- CD
- 01.01 Wall footing supporting a reinforced concrete wallCD
- 01.02 Wall footing supporting a brick wall; CD
- 01.03 Spread footing; CD
- 01.04 Spread footing with variable depth; CD
- 01.05 Circular footing (Circular reinforcement); CD
- 01.06 Circular footing (reinforced with two welded panels); CD
- 01.07 Spread footing and expansion joint; CD
- 01.08 Strap footing; CD
- 01.09 Self-centred edge footing; CD
- 01.10 Combined edge footing (Variation 1); CD
- 01.11 Combined edge footing (Variation 2); CD
- 01.12 Strap footing at corner (1 of 2); CD
- 01.12 Strap footing at corner (2 of 2)
- CD
- 01.13 Self-centred corner footingCD
- 01.14 Combined footing (Variation 1); CD
- 01.15 Combined footing (Variation 2); CD
- 01.16 Tie beam between footings; CD
- 01.17 Foundation beam (Variation 1); CD
- 01.18 Foundation beam (Variation 2); CD
- 01.19 Grid foundation (Variation 1) (1 of 2); CD
- 01.19 Grid foundation (Variation 1) (2 of 2); CD
- 01.20 Grid foundation (Variation 2) (1 of 2); CD
- 01.20 Grid foundation (Variation 2) (2 of 2); CD
- 01.21 Foundation slab (1 of 2); CD
- 01.21 Foundation slab (2 of 2); CD
- 01.22 Caisson; CD
- 01.23 Wall footing; CD
- 01.24 Bored pile
- CD
- 01.25 Pile capCD
- 01.26 Two-pile cap; CD
- 01.27 Three-pile cap; CD
- 01.28 Four-pile cap; CD
- 01.29 Group pile cap (N> 4); CD
- 01.30 Centring beam for one- or two-pile caps; Group 02 Retaining walls and basement walls; CD
- 02.01 Cantilever retaining walls. Nomenclature; CD
- 02.02 Cantilever retaining walls. Footing; CD
- 02.03 Cantilever retaining walls. Stem; CD
- 02.04 Cantilever retaining walls. Variations; CD
- 02.05 Cantilever retaining walls. Key; CD
- 02.06 Cantilever retaining walls. Construction joints in footings
- CD
- 02.07 Cantilever retaining walls. Vertical contraction joints in the stem