Search
×
FR

Placeholder headline

This is just a placeholder headline

API STD 521: Guide for Pressure-relieving and Depressuring Systems – Edition 6

$

682

BUY NOW

Placeholder headline

This is just a placeholder headline

API STD 653: Tank Inspection, Repair, Alteration, and Reconstruction – Edition 4

$

507

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA Z662:19 – Oil and gas pipeline systems

$

1197

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA Z341 Series-18: Storage of hydrocarbons in underground formations

$

878

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA Z246.2-14 – Emergency preparedness and response for petroleum and natural gas industry systems

$

596

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA Z341 Series:22 – Storage of hydrocarbons in underground formations

$

878

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA Z731-09 (R2014) – Emergency Preparedness and Response

$

177

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA Z662:23 – Oil and gas pipeline systems

$

1197

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA Z341 Series:26 – Storage of Hydrocarbons in underground formations

$

878

BUY NOW

Placeholder headline

This is just a placeholder headline

CSA B51:24 Boiler, Pressure Vessel, and Pressure Piping Code

$

389

BUY NOW

ISO 14347:2008

ISO 14347:2008 Fatigue – Design procedure for welded hollow-section joints – Recommendations

CDN $379.00

SKU: 2775f6c13cad Categories: ,

Description

ISO 14347:2008 gives recommendations for the design and analysis of unstiffened, welded, nodal joints in braced structures composed of hollow sections of circular or square shape (with or without rectangular chord) under fatigue loading.

ISO 14347:2008 applies to structures: fulfilling quality requirements for hollow sections; complying with recommended weld details; employing permitted steel grades; having hollow section joints; having either square or rectangular hollow sections with a thickness between 4 mm and 16 mm, or circular hollow sections with a thickness between 4 mm and 50 mm; having as stress range the range of “hot-spot” stress; having identical brace (branch) members.

ISO 14347:2008 applies to both hot-finished and cold-formed steel structural hollow sections, complying with the applicable national manufacturing specification, that fulfil specified quality requirements.

ISO 14347:2008 applies to joints consisting of circular hollow sections (CHS) or rectangular hollow sections (RHS) as used in uniplanar or multiplanar trusses or girders, such as T-, Y-, X-, K-, XX-, and KK-joints.

Edition

1

Published Date

2008-11-17

Status

PUBLISHED

Pages

67

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

ISO 14347:2008 gives recommendations for the design and analysis of unstiffened, welded, nodal joints in braced structures composed of hollow sections of circular or square shape (with or without rectangular chord) under fatigue loading.

ISO 14347:2008 applies to structures: fulfilling quality requirements for hollow sections; complying with recommended weld details; employing permitted steel grades; having hollow section joints; having either square or rectangular hollow sections with a thickness between 4 mm and 16 mm, or circular hollow sections with a thickness between 4 mm and 50 mm; having as stress range the range of “hot-spot” stress; having identical brace (branch) members.

ISO 14347:2008 applies to both hot-finished and cold-formed steel structural hollow sections, complying with the applicable national manufacturing specification, that fulfil specified quality requirements.

ISO 14347:2008 applies to joints consisting of circular hollow sections (CHS) or rectangular hollow sections (RHS) as used in uniplanar or multiplanar trusses or girders, such as T-, Y-, X-, K-, XX-, and KK-joints.

Previous Editions

Can’t find what you are looking for?

Please contact us at: