Structural Steel Connections The Green Book !!LINK!!
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The second book, Structural Steel Connections for Eurocodes, represents the new edition of the document that first appeared in 1995 and is the authoritative guide for the steelwork connections described in the Eurocode 4 - Construction of Steel Bridges, Structural Steel Bridges for Construction of Pavements and Bridges under 40 tonnes, and is the same document referred to in the current Eurocode 2 - Construction of Steel Buildings, Structural Steel Buildings for Construction under 40 tonnes. It remains the reference for the design and fabrication of structural steelwork connections in buildings with members such as tubes, beams, girders, frames, plates, columns and foundations, and the assembly of connections on-site. It brings together the most recent developments in the field of structural steelwork connections, including their fabrication in the workshop, and it is accompanied by comprehensive tables that can be used to check the compliance of connections with the Eurocodes.
While working on these books, our group has worked also on several other issues, such as the definition of the term “design”, including the use of 3D models in structural design, and the quality of the connections; the definition of the term “design”, including the use of 3D models in structural design, and the quality of the connections; and the definition of the term “design”, including the use of 3D models in structural design, and the quality of the connections, but I am probably repeating myself.
3D models are taking a definitive role in design, and as a result, designers use them more frequently. Also, the number of models is increasing exponentially, such that we need to work on collaboration, on the definition of what a model means and how it should be used, and on how we can improve the quality of the models. It is the case that once a design has been developed in Revit, it is very easy to add and modify the geometry of the elements and to check that the connections are valid. During the development of the Eurocode documents, our group was working on 2D charts and drawings, which were then translated into 3D models. Today, we are translating these 2D models into 3D models, so that a designer can start from a 3D model and add geometry. The 2D process is much more efficient and robust, but it means that the designer is starting from scratch, from a model, rather than from a 2D drawing.
The first job I designed for a steel-framed structure was a low-rise warehouse in a city in the north of Italy. The structure was in the shape of a parallelogram, with six steel beams and a double-skin girder. The girder was a compression member and also the structural isolation of the building. There were four connections and one butt joint between the columns and the girder, which were made using hollow bolts. The layout was very simple and the connection design was straightforward. I had a great amount of experience in steel-framed structures as I had worked in them for many years and also because I had designed many of them for the steel fabricators, so I knew the standard procedures and every detail that made the design. Therefore, I knew how much time it would take to finish a job and when I had to plan the working schedule and assign resources. 827ec27edc