11/30249851 DC : 0
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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BS ISO 14346 - WELDING - STATIC DESIGN PROCEDURE FOR HOLLOW SECTION JOINTS
Hardcopy , PDF
30-04-2013
English
Important note : Users cannot be edited or removed once added to your Multi user PDF.
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
5 Limit states design
6 Partial load and safety factors for loads and
resistances
7 Static design procedures
8 Design member forces
9 Design criteria
10 Design resistance of uniplanar CHS braces
to CHS chord joints
11 Design resistance of uniplanar gusset plates,
I or H section braces or RHS braces to
CHS chord joints
12 Design resistance of multiplanar joints with
CHS chord
13 Design resistance of uniplanar RHS braces or
CHS braces to RHS chord joints
14 Design resistance of uniplanar SHS or CHS
braces to SHS chord joints
15 Design resistance of uniplanar gusset plate
to RHS joints
16 Design resistance of multiplanar joints with
RHS chord
17 Design resistance of uniplanar CHS or RHS
braces to I or H section chord joints
18 Design resistance of uniplanar overlap joints
with a CHS, RHS, I or H section chord
Annex A (normative) - Quality requirements for
hollow sections
Annex B (normative) - Weld details
Annex C (informative) - Partial safety factors on
static strength
Bibliography
BS ISO 14346
| Committee |
WEE/-/1
|
| DocumentType |
Draft
|
| Pages |
56
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy |
| AISC 346 : 2000 | SPECIFICATION FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS |
| 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 630:1995 | Structural steels Plates, wide flats, bars, sections and profiles |
| 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 |
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