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BS ISO 19338:2014

BS ISO 19338:2014

$102.76

Performance and assessment requirements for design standards on structural concrete

Published By Publication Date Number of Pages
BSI 2014 22
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This International Standard provides performance and assessment requirements for design standards of structural concrete. It can be used for international harmonization of design and construction requirements.

This International Standard includes

  1. requirements, which define the required structural concrete performance,

  2. criteria, which give means for expressing the requirements, and

  3. assessment clauses, which give acceptable methods of verifying the specific criteria.

PDF Catalog

PDF Pages PDF Title
6 Foreword
7 Introduction
9 Section sec_1
Section sec_2
Section sec_3
Section sec_3.1
Section sec_3.2
Section sec_3.3
Section sec_3.4
1 Scope
2 Normative references
3 Terms and definitions
10 Section sec_3.5
Section sec_3.6
Section sec_3.7
Section sec_3.8
Section sec_3.9
Section sec_3.10
Section sec_3.11
Section sec_3.12
Section sec_3.13
Section sec_3.14
Section sec_3.15
Section sec_3.16
11 Section sec_3.17
Section sec_3.18
Section sec_3.19
Section sec_3.20
Section sec_3.21
Section sec_3.22
Section sec_3.23
Section sec_3.24
Section sec_3.25
Section sec_3.26
Section sec_3.27
12 Section sec_4
Section sec_4.1
Section sec_4.2
Section sec_4.3
Section sec_4.4
Section sec_4.5
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_5.3
Section sec_5.3.1
4 General requirements
4.1 Overall structural concept
4.2 Structural integrity
4.3 Design approach
4.4 Design service life
4.5 Workmanship, materials and quality assurance
5 Performance requirements
5.1 General
5.2 Structural safety and ultimate limit states
5.3 Serviceability limit states
13 Section sec_5.3.2
Section sec_5.4
Section sec_5.5
Section sec_5.6
Section sec_5.7
Section sec_6
Section sec_6.1
Section sec_6.2
Section sec_6.3
5.4 Restorability limit states
5.5 Durability limit state
5.6 Fire resistance limit state
5.7 Fatigue limit state
6 Loadings and actions
6.1 General
6.2 Load factors
6.3 Action combinations
14 Section sec_6.4
Section sec_6.5
Section sec_6.6
Section sec_6.7
Section sec_6.8
Section sec_6.9
Section sec_6.10
Section sec_6.11
Section sec_7
Section sec_7.1
Section sec_7.2
Section sec_7.2.1
6.4 Permanent loads
6.5 Variable loads
6.6 Accidental loads
6.7 Construction loads
6.8 Impact load
6.9 Earthquake forces
6.10 Wind forces
6.11 Environmental actions
7 Assessment
7.1 Materials
7.2 Analysis of concrete structures
15 Section sec_7.2.2
Section sec_7.2.3
Section sec_7.2.4
Section sec_7.3
Section sec_7.3.1
Section sec_7.3.2
Section sec_7.3.3
Section sec_7.3.4
Section sec_7.3.5
7.3 Strength calculations
16 Section sec_7.4
Section sec_7.5
Section sec_7.6
Section sec_7.7
Section sec_7.7.1
Section sec_7.7.2
Section sec_7.8
Section sec_7.9
Section sec_7.9.1
Section sec_7.9.2
Section sec_7.9.3
7.4 Partial safety factors for materials
7.5 Resistance factors
7.6 Resistance criteria
7.7 Stability
7.8 Precast concrete and composite action
7.9 Prestressed concrete
17 Section sec_7.9.4
Section sec_7.10
Section sec_7.11
Section sec_7.11.1
Section sec_7.12
Section sec_7.13
Section sec_8
Section sec_8.1
7.10 Designs for earthquake resistance
7.11 Detailing requirements
7.12 Durability
7.13 Fire
8 Constructions and quality control
8.1 Construction requirements
18 Section sec_8.2
8.2 Quality control
BS ISO 19338:2014
$102.76