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I.S. EN 10113-3:1993

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

HOT-ROLLED PRODUCTS IN WELDABLE FINE GRAIN STRUCTURAL STEELS PART 3: DELIVERY CONDITIONS FOR THERMOMECHANICAL ROLLED STEELS

Available format(s)

Hardcopy , PDF

Superseded date

14-04-2005

Language(s)

English

Published date

01-01-1993

Preview

For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.

Only cited Standards give presumption of conformance to New Approach Directives/Regulations.

$76.62
Including GST where applicable

Cooperating organizations
National foreword
Foreword
1 Scope
2 Normative references
3 Definitions
4 Information to be supplied by the purchaser
4.1 General
4.2 Options
5 Dimensions, mass and tolerances
5.1 Dimensions and tolerances
5.2 Mass of steel
6 Classification of qualities; designation
6.1 Classification of qualities
6.2 Designation
7 Technical requirements
7.1 Steel manufacturing process
7.2 Delivery condition
7.3 Chemical composition
7.4 Mechanical properties
7.5 Technological properties
7.6 Surface finish
7.7 Internal defects
8 Inspection and testing
8.1 General
8.2 Sampling
8.3 Test units
8.4 Verification of chemical composition
8.5 Mechanical tests
8.6 Test methods
8.7 Retests and resubmission for testing
8.8 Inspection documents
9 Marking for flat and long products
10 Complaints after delivery
11 Options
11.1 All products
11.2 Flat products
11.3 Long products
National annex NA (informative) Committees responsible

Specifies requirements for flat products with nominal thickness equal to or less than 63 mm and long products with nominal thickness equal to or less than 150 mm of hot-rolled weldable fine grain structural steel in the thermo-mechanical rolled condition in the grades and qualities.

DocumentType
Standard
Pages
20
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

I.S. 325-2:1995 CODE OF PRACTICE FOR USE OF MASONRY - PART 2: MASONRY CONSTRUCTION

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