(CTA 2013) APPLICABILITÀ DELLA EN 1993-1-3 A PROFILI IN PARETE SOTTILE CON SISTEMI REGOLARI DI FORATURA —- EN 1993-1-3 APPLICABILITY TO THIN WALLED PERFORATED MEMBERS
ABSTRACT EN 1993-1-3 European Provision proposes an approach to evaluate the effective cross-section of cold-formed thin walled no perforated steel members to... Learn More
(CTA 2013) ULTERIORI PROBABILI SVILUPPI DELLA PARTE GENERALE DELL’EUROCODICE 3 (UNI EN 1993-1-1) —- FURTHER POSSIBLE DEVELOPMENTS OF THE GENERAL PART OF EUROCODE 3 (UNI EN 1993-1-1)
ABSTRACT Extensive activities for simplification and improvement of European design standards for steel structures are currently in progress. This paper is aimed... Learn More
Industrial steel storage pallet racks under static loads: design issues and research needs —- Scaffalature industriali metalliche di tipo porta-pallets: criticità progettuali e esigenze di approfondimenti della ricerca (CM 3/2016)
Thin-walled cold-formed steel components are frequently used to realize the skeleton frame of systems for storing goods and products. Between the different... Learn More
Eurocodici vs. AISC. Normative a confronto 1 – Criteri generali (CM 2/2016)
Inizia, con questo articolo, una breve serie di confronti tra normativa per le costruzioni in acciaio italiana ed europea da un canto,... Learn More
Dimension checks on steel products for structural applications: measurements, tolerances, uncertainty and related risk levels — Controlli dimensionali di prodotti in acciaio per impieghi strutturali: misure, tolleranze, incertezza ed associati livelli di rischio (CM 5/2010)
This paper deals with the specific matter of the conformity of products used to build steel structures, with particular reference to the... Learn More
Prediction of the load carrying capacity of slender cross-section members under eccentric axial load. Part 1: the approach — Predizione della capacità portante di elementi con sezioni snelle soggetti ad azione assiale eccentrica. Parte 1: il metodo (CM 5/2009)
The use of thin walled cold formed steel members as structural elements has become increasingly widespread over the last few decades. Due... Learn More
Prediction of the load carrying capacity of slender cross – section members under eccentric axial load. Part 2: the validation — Predizione della capacità portante di elementi con sezioni snelle soggetti ad azione assiale eccentrica. Parte 2: la validazione (CM 6/2009)
A companion paper describes a unified approach to evaluate the load carrying capacity of thin-walled cold-formed members under constant axial load and... Learn More