BS ISO 14346:2013
Current
The latest, up-to-date edition.
Static design procedure for welded hollow-section joints. Recommendations
Hardcopy , PDF
English
30-04-2013
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Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
5 Requirements
6 Materials
7 Joint types
8 Joint classification
9 Limit states design
10 Partial load and safety factors for loads and
resistances
11 Static design procedures
12 Design member forces
13 Design criteria
14 Design resistance of uniplanar CHS braces to
CHS chord joints
15 Design resistance of uniplanar gusset plates, I- or
H-section braces or RHS braces to CHS chord joints
16 Design resistance of multiplanar joints with CHS chord
17 Design resistance of uniplanar RHS braces or CHS
braces to RHS chord joints
18 Design resistance of uniplanar SHS or CHS braces
to SHS chord joints
19 Design resistance of uniplanar gusset plate to RHS
joints
20 Design resistance of multiplanar joints with RHS
chord
21 Design resistance of uniplanar CHS or RHS
braces to I- or H-section chord joints
22 Design resistance of uniplanar overlap joints
with a CHS, RHS, I- or H-section chord
Annex A (informative) - Quality requirements for
hollow sections
Annex B (informative) - Weld details
Annex C (informative) - Partial safety factors on
static strength
Bibliography
Provides guidelines for the design and analysis of welded uniplanar and multiplanar joints in lattice structures composed of circular (CHS), square (SHS) or rectangular (RHS) hollow sections, and of uniplanar joints in lattice structures composed of combinations of hollow sections with open sections under static loading.
| Committee |
WEE/-/1
|
| DevelopmentNote |
Supersedes 11/30249851 DC. (04/2013)
|
| DocumentType |
Standard
|
| Pages |
64
|
| PublisherName |
British Standards Institution
|
| Status |
Current
|
| Supersedes |
This International Standard gives guidelines for the design and analysis of welded uniplanar and multiplanar joints in lattice structures composed of circular (CHS), square (SHS) or rectangular (RHS) hollow sections, and of uniplanar joints in lattice structures composed of combinations of hollow sections with open sections under static loading. This International Standard is applicable to CHS or RHS Y-, X- and K-joints and their multiplanar equivalents, gusset plate to CHS or RHS joints, open-section and RHS to CHS joints, and hollow-section to open-section joints.
| Standards | Relationship |
| ISO 14346:2013 | Identical |
| ISO 5817:2014 | Welding — Fusion-welded joints in steel, nickel, titanium and their alloys (beam welding excluded) — Quality levels for imperfections |
| AISC 360 : 2016 | SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS |
| ISO/TR 25901:2007 | Welding and related processes Vocabulary |
| EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties |
| AWS D1.1/D1.1M : 2015 | STRUCTURAL WELDING CODE-STEEL |
| ISO 14347:2008 | Fatigue — Design procedure for welded hollow-section joints — Recommendations |
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