Example: biology
LE SPÉCIALISTE DES MÉTAUX SPÉCIAUX
Parts not exposed to shocks : pump, shafts, small ends, cam shafts… After hardening and tempering process : rods of orders, levers, nuts and bolts, screws… (except class 8.8) Caractéristiques mécaniques Mechanical properties 40 à 45 kg/mm2 - Apte à la cémentation Suited to cementation SECTIONS DISPONIBLES Diamètre du 20 au 750
Tags:
Information
Domain:
Source:
Link to this page:
Related documents
Actions on Building Structures - Europa
eurocodes.jrc.ec.europa.euEN 1999 Eurocode 9: Design of aluminium structures 3 Eurocode 8: Design of structures for earthquake 6 resistance EN 1998 ... EN 1991-1-2 Actions on structures exposed to fire 2002 EN 1991-1-1 Densities, self weight, imposed loads for buildings 2002 EN 1991 Published part.
CONNECTIONS IN TIMBER STRUCTURES - FIT
staff.fit.ac.cyCONNECTIONS IN TIMBER STRUCTURES 6.1 Introduction The competitiveness of a timber structure, relative to other building materials, may be determined by the efficiency ... aluminium, stainless steel, copper and copper alloys. ... Large cross-sectional timber members are fairly fire resistant, but exposed metal connectors are not as they lose
EN 1990: Basis of structural design
downloads.scia.netEN 1998 Eurocode 8: Design of structures for earthquake resistance EN 1999 Eurocode 9: Design of aluminium structures ... In the case of fire, the structural resistance shall be adequate for the required period of time. ... (Risk expresssed as a probability of death for typical exposed person per calendar year)
How to Design Concrete Structures using Eurocode 2
structuraldetails.civilworx.comBS EN 1991–1–2 Actions on structures – exposed to fire BS EN 1991–1–3 Snow loads BS 6399: Part 2 BS EN 1991–1–4 Wind actions BS 6399: Part 3 BS EN 1991–1–5 Thermal actions – BS EN 1991–1–6 Actions during execution – BS EN 1991–1–7 Accidental actions – BS EN 1991–2 Traffic loads on bridges BD 37/88
EN 1992-1-2: Eurocode 2: Design of concrete structures ...
www.phd.eng.brC Buckling of columns under fire conditions D Calculation methods for shear, torsion and anchorage E Simplified calculation method for beams and slabs Foreword This European Standard EN 1992-1-2 , "Design of concrete structures -Part 1-2 General rules - Structural fire design", has been prepared by Technical Committee CEN/TC250 "Structural
EN 1994-1-2: Eurocode 4: Design of composite steel and ...
www.phd.eng.brEurocode 4 -Design of composite steel and concrete structures -Part 1-2: General rules -Structural fire design Eurocode 4 -Calcul des structures mixtes acier-beton - Partie 1-2: Regles generales -Calcul du comportement au feu Eurocode 4 -Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton -Teil 1-2:
Exposed Atmospheric Environments - NPL
resource.npl.co.ukFor steelwork exposed to atmospheric environments Exterior steelwork – surface protection This document is intended to provide guidance to engineers and architects concerned with the design of new structures. Where possible, the document is in accordance with existing and proposed standards and represents a consensus of the experience of
WINDOW WALL AND CURTAIN WALL: AN OBJECTIVE REVIEW
buildingtall.utoronto.caenvelope made completely of glass and framing materials. Aluminium is used almost exclusively as the frame material in curtain walls. Some steel is used as well but it is often clad on the exterior with aluminium or stainless steel caps (Carmody, 2004). There are two main types of curtain wall: stick and unitized.