Joining - Verbindungen und Stöße - Joints
N° 124 : Design of Composite Joints for Buildings
English, February 1999
The
Testing of Connections with Mechanical Fasteners in Steel Sheeting and
Sections
Code : 124
ISBN: 92-9147- 000-86
Authors: TC 7 - TWG 7.10
Publisher: ECCS
Year: 2008
This document replaces the earlier publication by the European Convention of Constructional Steelwork, “European Recommendations for the Testing of Connections in Profiled Steel Sheeting and Sections”, Publication no. 21, first published in 1977 and revised in 1983. Since this publication, the use of profiled steel and cold-formed steel has grown considerably, particularly in the use of coldformed steel sections in structural framing. The current document has been restructured to conform to guidance in current Eurocodes, which have also been introduced since 1983. The document has been prepared by the Technical Working Group 7.10, part of the ECCS Technical Committee TC7, Cold-formed steel structures.
N° 109 : Design of Composite Joints for Buildings
English, February 1999
Across
the world, widespread use is made of structural steelwork in frames
for multi-storey buildings. Important factors which influence this include
speed of construction , adaptability for future use and the low cost
of the basic structure. The most cost-effective structural option is
often composite steel-concrete construction, whether in the form of
composite steel beams and slabs or slim floor systems.
This publication describes how beam-to-column and beam-to-beam connections
may be deliberately designed with composite action to provide quantifiable
end restraint. Guidance on global analysis of frames is included, with
both elastic and plastic methods considered. Thus the effects of joint
behaviour at serviceability and ultimate limit states can be accounted
for. Composite joints require little additional site work in return
for substantial benefits in terms of greater load capacity, better performance
in service and reductions in steel section. Their use in recent practice
includes the prestigious Millennium Tower in Vienna.
N° 79: European Recommendations for Bolted Connections with Injection
Bolts
English, August 1994, 40 pp
In this document, the ECCS Committee TC10 "Structural Connections"
presents recommendations for the application, design calculation and
installation of bolted connections with injection bolts. These are bolts
in which the cavity produced by the clearance between the bolt and the
wall of the hole is completely filled up with a two-component resin.
After injection and curing of the resin, the connection is slip resistant.
Injection bolts have been successfully applied in the Netherlands since
1970. Important applications are road and railway bridges, cranes and
crane runway girders. The application in other countries, however, has
been far less, mainly because of the lack of accepted guidelines. ECCS
TC10 trusts that these recommendations will remove this obstacle.
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N° 64: Acceptance Inspection of Grade 10.9 Structural Fasteners
intended for controlled tightening
English, 1991, 25pp
In view of the stress-levels in high strength structural fasteners,
and considering the absolute aim of maintaining the clamping forces
in the joints during the life-time of the structure, acceptance inspection
based only on ISO 3269 is not sufficient. Therefore additional acceptance
criteria have been developed.
However in order to avoid excessively high inspection costs, homogeneity
of lots has been taken into consideration in order to reduce the number
of tests.
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