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BS ISO 14346:2013

Current

Current

The latest, up-to-date edition.

Static design procedure for welded hollow-section joints. Recommendations

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

04-30-2013

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.

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.

Committee
WEE/-/1
DevelopmentNote
Supersedes 11/30249851 DC. (04/2013)
DocumentType
Standard
Pages
64
PublisherName
British Standards Institution
Status
Current
Supersedes

Standards Relationship
ISO 14346:2013 Identical

EN 10210-2:2006/AC:2007 HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
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
EN 1993-1-8:2005/AC:2009 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS
EN 1993-1-1:2005/A1:2014 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS

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