ISO 630-6:2014
Structural steels — Part 6: Technical delivery conditions for seismic-improved structural steels for building
ISO 630-6:2014 specifies qualities for seismic-proof improved structural steels. It applies to steel plates with thicknesses of 6 mm or over and up to 125 mm, wide flats and hot-rolled sections up to 140 mm, which are used in the usual delivery conditions as given in 6.2 and normally intended for welded or bolted structures.
It does not include the following structural steels, certain of which are covered by other International Standards: sheet and strip ? refer to ISO TC 17/SC 12, Continuous mill flat rolled products; tubular products ? refer to ISO TC 5/SC 1, Steel tubes.
| Get this standard | Prices exclude GST | |
|---|---|---|
| PDF ( Single user document) |
$118.26 NZD
|
|
| HardCopy |
$152.17 NZD
|
|
| Networkable PDF |
Price varies
|
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
Section sec_3.5
Section sec_4
Section sec_4.1
Section sec_4.2
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_6
Section sec_6.1
Section sec_6.2
Section sec_6.3
Section sec_6.3.1
Section sec_6.3.2
Table tab_1
Table tab_2
Section sec_6.3.3
Section sec_6.3.3.1
Table tab_3
Section sec_6.3.3.2
Table tab_4
Section sec_6.3.4
Table tab_5
Table tab_6
Section sec_6.4
Section sec_6.4.1
Section sec_6.4.2
Section sec_6.4.3
Table tab_7
Table tab_8
Section sec_6.5
Section sec_6.6
Section sec_6.7
Table tab_9
Table tab_10
Table tab_a
Figure fig_1
Section sec_7
Section sec_8
Section sec_8.1
Section sec_8.2
Section sec_8.2.1
Section sec_8.2.2
Section sec_8.2.3
Section sec_8.2.4
Section sec_9
Section sec_10
Annex sec_A
Table tab_A.1
Table tab_A.1___1
Table tab_A.2
Annex sec_B
Annex sec_B.1
Annex sec_B.2
Table tab_B.1
Annex sec_B.3
Table tab_B.2
Reference ref_1
Reference ref_2
Reference ref_3
Reference ref_4
Reference ref_5
Reference ref_6
Reference ref_7
Reference ref_8
Reference ref_9
Reference ref_10
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Classification and designation
4.1 Classification
4.2 Grades and Qualities
5 Information to be supplied by purchaser
5.1 Mandatory information
5.2 Options
6 Requirements
6.1 Steel-making process
6.2 Delivery condition
6.3 Chemical composition
6.4 Mechanical properties
6.5 Surface conditions
6.6 Internal soundness
6.7 Dimensions and tolerances on dimensions, shape, and mass
7 Inspection
8 Sampling — Frequency of testing
8.1 Verification
8.2 Test units
9 Test Methods
10 Marking
Annex A (normative) Shapes and dimensions tolerances of H-sections
Annex B (normative) The formula of carbon equivalent and the maximum carbon-equivalent value
Bibliography
Keep me up-to-date
Sign up to receive updates when there are changes to this standard
Related Information
Similar Standards
-
AS/NZS 1163:2016
Cold-formed structural steel hollow sections -
AS/NZS 1163:2016 A1
Cold-formed structural steel hollow sections: Amendment 1:2017 -
AS/NZS 3678:2016
Structural steel - Hot-rolled plates, floorplates and slabs -
AS/NZS 3678:2016A1
Structural steel - Hot-rolled plates, floorplates and slabs: Amendment 1:2017
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
Section sec_3.5
Section sec_4
Section sec_4.1
Section sec_4.2
Section sec_5
Section sec_5.1
Section sec_5.2
Section sec_6
Section sec_6.1
Section sec_6.2
Section sec_6.3
Section sec_6.3.1
Section sec_6.3.2
Table tab_1
Table tab_2
Section sec_6.3.3
Section sec_6.3.3.1
Table tab_3
Section sec_6.3.3.2
Table tab_4
Section sec_6.3.4
Table tab_5
Table tab_6
Section sec_6.4
Section sec_6.4.1
Section sec_6.4.2
Section sec_6.4.3
Table tab_7
Table tab_8
Section sec_6.5
Section sec_6.6
Section sec_6.7
Table tab_9
Table tab_10
Table tab_a
Figure fig_1
Section sec_7
Section sec_8
Section sec_8.1
Section sec_8.2
Section sec_8.2.1
Section sec_8.2.2
Section sec_8.2.3
Section sec_8.2.4
Section sec_9
Section sec_10
Annex sec_A
Table tab_A.1
Table tab_A.1___1
Table tab_A.2
Annex sec_B
Annex sec_B.1
Annex sec_B.2
Table tab_B.1
Annex sec_B.3
Table tab_B.2
Reference ref_1
Reference ref_2
Reference ref_3
Reference ref_4
Reference ref_5
Reference ref_6
Reference ref_7
Reference ref_8
Reference ref_9
Reference ref_10
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Classification and designation
4.1 Classification
4.2 Grades and Qualities
5 Information to be supplied by purchaser
5.1 Mandatory information
5.2 Options
6 Requirements
6.1 Steel-making process
6.2 Delivery condition
6.3 Chemical composition
6.4 Mechanical properties
6.5 Surface conditions
6.6 Internal soundness
6.7 Dimensions and tolerances on dimensions, shape, and mass
7 Inspection
8 Sampling — Frequency of testing
8.1 Verification
8.2 Test units
9 Test Methods
10 Marking
Annex A (normative) Shapes and dimensions tolerances of H-sections
Annex B (normative) The formula of carbon equivalent and the maximum carbon-equivalent value
Bibliography