Frames - Rahmen - Ossature
N° 85: Design Handbook for Braced or Non-Sway Steel Buildings According
to Eurocode 3
English, 191pp, edition 1996
The
present publication is intended to be a design aid in supplement to
the complete document Eurocode 3 - Part 1.1 in order to facilitate the
use of Eurocode 3 for the design of such steel structures which are
usual in common practice : braced or non-sway steel structures.
Therefore the "Design Handbook to EC3 for Simple Buildings"
presents the main design formulas and rules extracted from Eurocode
3 - Part 1.1, which are needed to deal with:
- elastic global analysis of buildings and similar structures in steel
- checks of structural members and connections at limit states
- in case of braced or non-sway structures
-according to the European standard Eurocode 3 - Part 1.1 (ENV 1993-1-1)
Also available in French, German, Spanish, Italian and Dutch
N° 84 : Multi-Storey Buildings in Steel - Car Parks
English, 1999 , 20pp
Multi-storey car parks are very much a unique style of building ; one
in which all elements of the structure are exposed to the public. In
the past they have been considered dark and squalid places only to by
used as a last resort. This does not have to be the case. This publication
will give examples of good practical design, that enable the structure
to blend in with all environments and show the universality, elegance
and economy of a steel frame.
Fundamental design information is given to show how steel, with its
ability to accommodate clear spans and minimise column sizes, can help
to make a car park a pleasant place to use. The brochure deals with
"drive-in" car parks ; alternatives such as automatic car
parks are not included.
Also available in German and French
N° 71: Examples to Eurocode 3
English, May 1993, 100pp
The
Design Examples to EC3/1 and E-EC3 have been prepared by the ECCS-Advisory
Committee 5 as a design aid in supplement to the complete EC3/1 to facilitate
the use of EC3/1 for the design of steel buildings in the ENV-period.
They only contain examples to EC3/1 and E-EC3 that are likely to be
needed for daily practical design work.
References to EC3/1 are given.
The publication contains three parts and an appendix:
Part 1 : Load combination, methods of analysis, frame analysis, bracing
system analysis;
Part 2 Members in compression, members in bending, combined loading-bending
and compression, load introduction.
Part 3 : Bolted connections, welded connections, pin connections.
Appendix A : Tabled reduction factors for buckling curves ao, a, b,
c, d.
N° 67: Analysis and Design of Steel Frames with Semi-Rigid Joints
English, January 1992, 280pp
This document deals with the application of existing knowledge concerning
joint behaviour to the analysis and design of steel frames. It includes
: an appraisal of suitable joint data; discussion of methods for the
analysis of flexibility-connected frames and description of rules for
design of both braced and unbraced structures. The document is related
to the Principles and Rules of Eurocode 3. It includes a worked example
on determination of joint properties, as well as calculations for frame
design using the method explained in the text.
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N°
65: Essentials of Eurocode 3: Design Manual for Steel Structures in
Building
English, July 1991, 65pp
Provides a means of simple application for daily practical work. It
consists of an excerpt from complete Eurocode 3, Part I is "deemed
to satisfy" those requirements. It is followed by "Design
Aids" and "Worked Examples". The combination of these
publications is intended to give the simplest means of publication of
Eurocode 3, Part I with the objective of promoting the effective use
of structural steelwork.
N° 61: Practical Analysis of Single-Storey Frames
English, July 1990, 35pp
Contains two separate reports :
1) Analysis of single storey pinned-base frames with pitched roof and
tapered columns and beams by first-and second-order theory : this paper
contains a set of formulae and diagrams which enable the designer to
solve the rather involved problem described in its titles by means of
a simple calculation. The elastic analysis yields the bending moments
and the deformations of the frame, accounting for second-order effects.
2) First-order plastic design of single-storey pinned-base frames :
this paper explains in which cases it is justified to design a frame
by first-order plastic design without having to bother with second-order
effects. In such cases the plastic analysis is quite straightforward
and it leads to economical designs.
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