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Steel Buildings in Europe

STEEL BUILDINGS IN EUROPE MULTI-STOREY STEEL BUILDINGS Photo by Jacek Dylag on Unsplash Research Fund for Coal & Steel SECHALO (RFS2-CT-2008-0030) -2010 PART 01 – ARCHITECT’S GUIDE

STEEL BUILDINGS IN EUROPE Multi-Storey Steel Buildings Part 1: Architect’s Guide

Multi-Storey Steel Buildings Part 1: Architect’s Guide

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Part 1: Architect’s Guide 1 - i FOREWORD This publication is the first part of the design guide, Multi-Storey Steel Buildings. The 10 parts in the Multi-Storey Steel Buildings guide are: Part 1: Architect’s guide Part 2: Concept design Part 3: Actions Part 4: Detailed design Part 5: Joint design Part 6: Fire Engineering Part 7: Model construction specification Part 8: Design software – section capacity Part 9: Design software – simple connections Part 10: Software specification for composite beams. Multi-Storey Steel Buildings is one of two design guides. The second design guide is Single-Storey Steel Buildings. The two design guides have been produced in the framework of the European project “Facilitating the market development for sections in industrial halls and low rise buildings (SECHALO) RFS2-CT-2008-0030”. The design guides have been prepared under the direction of Arcelor Mittal, Peiner Träger and Corus. The technical content has been prepared by CTICM and SCI, collaborating as the Steel Alliance.

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Part 1: Architect’s Guide 1 - iii Contents Page No FOREWORD i SUMMARY v 1 INTRODUCTION 1 2 FUNCTIONAL QUALITIES 3 2.1 Architectural creativity and flexibility 3 2.2 Prefabrication – Industrialised building systems 5 2.3 An evolving art 6 2.4 Extending and refurbishment 6 3 STEEL – MATERIAL AND PRODUCTS 9 3.1 Steel the material 9 3.2 Steel products 9 4 BASIS OF GOOD DESIGN: THE STRUCTURE 13 4.1 The load-bearing system 13 4.2 Bracings 19 4.3 Floors 22 4.4 Connections 26 4.5 Summary 29 5 BASIS OF GOOD DESIGN: THE ENVELOPE 30 5.1 Façades 30 5.2 Roofing systems 36 6 OTHER FACTORS FOR GOOD DESIGN 41 6.1 Behaviour during an earthquake 41 6.2 Behaviour during a fire 42 6.3 Acoustic performance 48 6.4 Thermal performance 52 6.5 Durability of steel structures 53 6.6 Service integration 57 7 STEEL CONSTRUCTION AND SUSTAINABILITY 59 7.1 Life cycle 60 7.2 Advantages of steel products for construction 60 7.3 Steel-intensive solutions for buildings 61 8 CONCLUSION 64 REFERENCES 65

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Part 1: Architect’s Guide 1 - v SUMMARY For centuries, steel has demonstrated all its advantages as a construction material for use in famous buildings in the world, but steel is not only a material that delivers technical prowess. It has so many qualities that simply make it the preferred material of architects, especially for multi-storey buildings. This publication has been drafted by architects for architects. It provides information on the material and on the industrial components. It gives the bases of good practice in order to achieve maximum benefit in using steel, in terms of structural behaviour of steel frames, the building envelope, acoustic and thermal performances and sustainable construction.

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Part 1: Architect’s Guide 1 - 1 1 INTRODUCTION What do Claude Perrault’s Louvre colonnades (1670), Mies van der Rohe’s Lake Shore Drive apartment towers (1951), Soufflot’s Church of St. Genevieve in Paris (1759), Piano and Roger’s Georges Pompidou Centre (1977) and Jean Nouvel’s Hôtel Industriel in Pantin (1990) all have in common? Each one bears testimony to the great epic of metal in construction. Of course, the transformation from iron used as structural reinforcement and decoration to the light and airy steel frame which we know today was a very long process. It encompassed no less than 300 years of historical progress, innovation, imagination and creativity: on the part of architects, who introduced new shape grammars with cast iron, iron and then steel; on the part of engineers, whose technical expertise and imagination played a major role in the building of new structures which were once thought of as impossible, even utopian; and on the part of manufacturers, who have worked tirelessly on the development of new materials and products. Three hundred years of passion for metal: a passion which has been expressed in different ways. Cast iron, once used in buildings, was expensive, heavy and brittle, and provided a very special kind of structural reinforcement dictated by the style of that period: enormous proportions, with iron staples used to hold together blocks of stone to ensure the building’s stability. Today’s enthusiasm for iron and steel is very different. Iron brought about transformations in design and the introduction of standard profiles (I, T and L). Thanks to riveting, profiles could be assembled in numerous ways to create all sorts of structures. A landmark achievement was Joseph Paxton’s Crystal Palace (1851), the predecessor of modular architecture with its prefabricated building components. Figure 1.1 Crystal Palace, London Steel has been in the vanguard of new assembly processes, rolling techniques and computational modelling. It has made possible the use of large spans in construction, for example in industrial buildings (La Samaritaine department store in Paris, which opened in 1917), and in infrastructure and transportation (The Forth Railway Bridge in Scotland, 1890).

Part 1: Architect’s Guide 1 - 2 Steel is not just a material aimed at technical prowess! It has many qualities that make it the preferred material for architects. It is economical and provides great mechanical functionality; it permits the design of structures which are graceful, light and airy; it streamlines construction site processes; and offers rapid execution. A major advantage, however, is the infinite freedom for creation which it affords the architect. The combinations of different products lend themselves to rich and varied types of construction. When combined with glass, steel makes fabulous use of light and space. This document, which is aimed at architects, provides an overview of the advantages of steel in construction for multi-storey buildings as well as best practice for this type of structure. Whatever the architect’s project, residential buildings, offices, schools, cultural buildings, retail or industrial buildings, the designer should read this document. It addresses:  The material, its qualities and market products  The structure (how to design)  The envelope (different types of façade and roofs, how to integrate solar panels etc.)  Sustainable steel construction. Figure 1.2 Office building in Paris Illustration of the many opportunities for using steel in building construction can be found on the following web sites: www.access-steel.com www.acierconstruction.com (in French) www.construiracier.fr (in French) www.infosteel.be (in French and Dutch) www.bouwenmetstaal.nl (in Dutch) www.bauforumstahl.de (in German) www.sbi.se (in Swedish) www.szs.ch (in French and German) www.apta.com.es (in Spanish) www.promozioneacciaio.it (in Italian) www.eurobuild-in-steel.com

Part 1: Architect’s Guide 1 - 3 2 FUNCTIONAL QUALITIES 2.1 Architectural creativity and flexibility Construction methods bring about new architectural, aesthetic and artistic solutions, breaking free of traditional practice. Awareness of environmental problems caused by our lifestyles means that we need to invent building systems that can meet these new challenges (see Section 7). Steel is the material ‘par excellence’ when it comes to inventing new structures and forms. All solutions are possible, from the very simplest to the most challenging. Steel can be used for small buildings as well as large structures, for routine construction projects and those subject to complex urban constraints. Figure 2.1 Energy efficient design at GLA building, London No other material is used to make structures which are so thin, light and airy. Forms can be created using different structural effects and envelopes with pure or finely sculpted curves. Designers can give free reign to their imagination and creativity. Within the overall architectural concept, the structural steelwork may be concealed or exposed to reveal its essence. In both cases the advantages remain: facility for modular design, compactness, economy of material, freedom of use, speed of assembly etc.

Part 1: Architect’s Guide 1 - 4 Figure 2.2 ING Bank Headquarters in Amsterdam Steel provides the flexibility needed to enable a building to evolve throughout its working life. The building can be initially designed in order to facilitate future evolutions:  Modification of applied loads due to change of use of the building  Floor plan morphology in order to retain the possibility to create new openings  Horizontal and vertical movements, exits: appropriate measures can be taken in order to limit any impact on the primary building structure during alterations. Large spans constitute one of the major benefits of steel structures, thanks to the quality of the material and the manufactured products. Large spans facilitate future developments of the structural elements. The load-bearing frame is integrated in the exterior walls of the building in order to free up space. Large spans were once confined to industrial buildings or warehouses, but are now very common in office or residential buildings. It is advisable to adopt the principle of load-bearing columns, rather than bearing walls, in order to release the construction space from the constraints which fix a building in time and condemn its evolution. Load-bearing elements are separated from the systems which make up the envelope and the internal partitions, in order to allow future building development. Since they serve no structural function, façades, roofs and partition elements can be removed and replaced. In multi-storey steel buildings, the vertical bracing systems must be arranged so as not to obstruct the free use of open space.

Part 1: Architect’s Guide 1 - 5 In order to design in steel, it is essential to understand the different aspects in the construction process:  Floors  Façades  Partitions  Roofing. Each aspect involves various products assembled in a specific order (see relevant Sections). 2.2 Prefabrication – Industrialised building systems Construction methods using prefabricated elements and components, and their adaptability in terms of new project regulations, facilitate the design and construction of buildings which are in perfect harmony with their end use. All structural steel components are manufactured by steelmakers or fabricators using automated and computerized cutting and bending machines. Design tolerances are limited to millimetres, whilst for other construction materials they are closer to centimetres. The finished products are subject to high levels of quality control. The components used to make a building are all prepared in the workshop and delivered ready for assembly on site. The components are not modified on site. They are ready for use. Figure 2.3 Multi-storey industrial building during construction, in Monaco One of the main qualities of steel structures is the speed of fabrication and erection, and of the assembly and disassembly of non permanent structures (for example, modular construction).

Part 1: Architect’s Guide 1 - 6 Intelligent use of steel products and components produced by manufacturers who are constantly innovating and developing, contributes to the transformation of our urban landscapes. 2.3 An evolving art Today’s perception of steel has evolved. Its qualities and advantages have been revealed, tried and tested. Moreover, the very wide range of accompanying products means the steel frame can respond to rapidly changing lifestyles and use. Many buildings constructed after the Second World War no longer fulfil today’s needs, although they can be restructured and extended if the patrimonial value of the existing building is worth prolonging. Steel buildings are designed with walls made of light composite products. This construction solution combines all of steel’s qualities. 2.4 Extending and refurbishment 2.4.1 Extending upwards The concept of extending buildings upwards is very interesting. The designer can benefit from the foundation of existing buildings and their vertical connections. Load-bearing steel frames are lightweight and adaptable for many situations. They provide an effective solution for the extension of old buildings, whatever the original material, and help find the right balance between the weight of the new structure and the admissible loads. In order to extend an existing steel structure, it is reasonable to retain the same building system. Figure 2.4 Extending building upwards An extension is often carried out in parallel with complete refurbishment of the building. The modus operandi for building an extension with a steel structure allows the two activities to be managed simultaneously, thus significantly reducing the time needed to refurbish the existing building. The latter can be carried out in parallel with the extension and without incurring costly delays.

Part 1: Architect’s Guide 1 - 7 Depending on the load-bearing structure of the extension, and in the case of a reinforced concrete building whose width is not altered, the steel frame may, for the most part, be installed on the external concrete walls or columns, or even fixed to the external walls of the façades on each floor, in order to distribute the load. Both solutions avoid having to create a new structure across different levels or new foundations that are costly and difficult to build. 2.4.2 Extending width of buildings When conditions are right for the restructuring of an existing building, the steel structure also offers an effective functional solution for extending its width. Figure 2.5 Extension of a multi-storey building A number of technical solutions are possible, depending on the structural characteristics of the building and the planning regulations applicable in that area:  Frames installed parallel to the building  Half portal frames supported on a parallel row of foundations separate from the building, depending on the project, and on the load-bearing structure of the building  Hangers fixed to the beams on the building super structure. The steel structure of the extension is mechanically fixed to the building floors and load-bearing plates. 2.4.3 Conversion and refurbishment of industrial buildings Refurbishment and conversion is estimated to account for about 50% of building work. Structures made of steel frames lend themselves particularly well to such alterations. Many conversions involve nineteenth century buildings made of steel, such as stations, market halls and industrial workshops that are found in dense urban areas.

Part 1: Architect’s Guide 1 - 8 It is easy to remove components, to replace and modify spans, to change beam or column dimensions. The ability to suspend building floors from roof structures offers additional flexibility for new projects associated with existing buildings. It is also worth noting that the lightness of steel structures is a distinct advantage when adding new floors by means of connections to existing structures (once their potential has been verified). If new foundations are required for the installation of new structures, these can be designed easily and in such a way that they do not interfere with existing foundations. The restructuring of relatively old buildings (such as that shown in Figure 2.6) always requires work to ensure compliance with current standards. It can involve:  Emergency exits  Increase in movement  Installation of ventilation and smoke ducts  Fire and corrosion protection of steel elements  Reinforcement for new loads  New means of access. Figure 2.6 Headquarters of Nestlé France, Noisiel

Part 1: Architect’s Guide 1 - 9 3 STEEL – MATERIAL AND PRODUCTS 3.1 Steel the material Steel offers exceptional qualities in terms of mechanical resistance. Of the most commonly used materials in construction, it demonstrates the greatest resistance for the lightest section, both in tension and compression. This opens the door for architects to a wide choice of technical and aesthetic solutions. There are many types of steel. These are classified, according to their composition. There are three main categories of steel:  Non-alloy steel grades  Stainless steel grades  Other alloy steel grades. Non-alloy steel grades are commonly used in the construction sector. The main steel grades are S235, S275 and S355 for structural members. However the higher strength steel S460 grade is used more and more in construction. Steel products must demonstrate specific characteristics according to their grade and form and as defined by National or European standards. Full information can be found on steel producers’ web sites: www.arcelormittal.com/sections www.corusconstruction.com www.peiner-traeger.de 3.2 Steel products These can be classified into two main categories, as shown in Figure 3.1. I and H sections Channels, angles Bars for concrete Sheet piles Long products (hot rolled profiles) Coils (1,5 mm < t < 15 mm) Plates (5 mm < t < 400 mm) Flat products Hollow sections Cold formed long products Decking, cladding, roofing Figure 3.1 Main categories of steel products used in construction

Part 1: Architect’s Guide 1 - 10 3.2.1 Hot rolled long products Hot rolled long products (often referred to as ‘sections’ or ‘profiles’) are generally used for the main frame members (columns, beams, bracings). I, H and channel sections h h h IPE 80 mm < h < 750 mm HE 100 mm < h < 1000 mm UPE 80 mm < h < 400 mm Angles h h Equal legs 20 mm < h < 250 mm Unequal legs 100 mm < h < 200 mm Hollow sections d t b t b t h Circular hollow sections 20 mm < d < 1200 mm Square hollow sections 40 mm < b < 400 mm Rectangular hollow sections 50 mm < h < 500 mm Figure 3.2 Hot rolled long products used in steel construction Sections undergo various transformations through cutting, welding, bending etc., in order to obtain very different shapes and improved performance. In this way, cellular beams (Figure 3.3) can be fabricated from IPE or HE sections by oxy-cutting and welding.

Part 1: Architect’s Guide 1 - 11 Figure 3.3 Cellular beams fabricated from hot rolled sections 3.2.2 Cold formed long products Cold formed long products, formed from thin sheet steel, are generally used as secondary members for cladding (rails) and roofs (purlins). Figure 3.4 Cold formed products – Typical sections 3.2.3 Flat products In building construction, the use of flat products is mainly for the following purposes:  Steel decking for floors  Roofs  Cladding For each of these purposes, thin sheet steel is used, frequently formed into profiled sheets (see Figure 3.5).

Part 1: Architect’s Guide 1 - 12 Steel decking for floors Steel sheeting for roofs Steel sheeting for cladding Figure 3.5 Use of flat products in steel construction

Part 1: Architect’s Guide 1 - 13 4 BASIS OF GOOD DESIGN: THE STRUCTURE 4.1 The load-bearing system In multi-storey structures, load-bearing and load distribution functions are ensured by installing a main frame consisting of beams and columns. 4.1.1 Load-bearing framework Optimisation of the number of load points is a question which is always raised at the design stage and the response must take into account the building use. As far as layout of space is concerned, columns are always considered obstacles that must be limited as much as possible. Traditional framework structures use spans of the order of 4,50 to 6 m for residential buildings. Large spans of between 12 and 18 m for offices and 15 to 16 m for car parks can free up a lot of space. 15 m 15 m 5 × 6 m Figure 4.1 Example of grid for columns and beams The number of load-bearing points also depends on the type of foundation in respect of soil conditions. When the soil is poor, it is advisable to limit the foundation points and consequently reduce the number of columns. A steel frame has the benefit of reducing the overall weight of the building and therefore reducing the size of the foundations. 4.1.2 Columns The main purpose of the columns is to transfer the vertical loads to the foundations. However a part of the horizontal actions (wind action) is also transferred through the columns. In multi-storey buildings, the columns are heavily compressed and they are designed for buckling.

Part 1: Architect’s Guide 1 - 14 The criteria which help to determine the choice of column are usually the following:  Architectural preference  Grid layout and size  Cost of steel products (I or H sections are less expensive than hollow sections)  Installation costs (complexity of installation)  Ease and simplicity with which secondary components (for façades, walls, ceilings) can be connected  Work and products needed to respond to essential requirements (fire, corrosion, etc.). Table 4.1 shows the main types of columns used in multi-storey buildings. Composite columns provide a better fire resistance. Table 4.1 Main types of columns Steel section Composite section H-section Circular hollow section The column design shown in Figure 4.2 provides added value architecture, cost savings in material and optimized structural behaviour. Figure 4.2 Building structure with tie members

Part 1: Architect’s Guide 1 - 15 Variable profile sections can deliver a certain architectural dynamism to the design of these columns. Formed from standard sections or plates, these columns have as their main characteristic variable lengthwise dimensions which can optimize their structural function. Since steel works equally well in tension as in compression, for functional (to avoid obstruction) or architectural reasons, a hanger or tie rod may be preferred to a column, in order to hold a beam and cross a floor space without a point of support. Figure 4.3 Structural arrangement with hangers 4.1.3 Beams Beams spread the vertical loads and are mainly subject to bending. The beam section must therefore present sufficient stiffness and strength in the vertical plane. There are many different types of beam, see Table 4.2. Amongst these, composite beams are particularly well suited to multi-storey buildings. When combined with steel, the concrete works in compression and the steel (mainly) in tension: the outcome is a system that offers good mechanical performance, both in terms of resistance and stiffness.

Part 1: Architect’s Guide 1 - 16 Table 4.2 Main types of beams Type Comment Rolled profiles Rolled profiles are commonly used in multi-storey buildings. A large range of dimensions and steel grades is available. Simple rolled profiles are well adapted for small and medium span ranges. Rolled profiles can be curved for architectural purposes. Welded profiles Welded profiles are fabricated from plates. They can have flanges with different dimensions to form a mono-symmetric section. These profiles offer the possibility to design tapered members, which optimizes the quantity of material, with interesting architectural effect. This solution is generally used for beams larger than rolled profiles. Cellular beams By a process of oxy-cutting and welding, the cellular beams can be fabricated from rolled profiles. This is a very efficient solution for office buildings, since it offers several advantages, such as: increasing inertia compared with the basic profile, providing openings for services (ducts, air-conditioning, etc.) and architectural appearance. Even if the openings are generally circular, other shapes are possible such as hexagonal openings. Composite beams When a concrete slab is supported by the beam, it is easy to ensure a structural connection between the slab and the beam. The steel profile can be a rolled profile, a welded profile or a cellular beam. The latter is especially recommended for large span floors in multi-storey buildings (up to 18 or 20 m). Many composite beam solutions have been developed.

Part 1: Architect’s Guide 1 - 17 Figure 4.4 Composite beam with welded studs at construction stage Figure 4.5 Composite cellular beams with steel decking Figure 4.6 New type of beam – AngelinaTM (composite beam), during erection

Part 1: Architect’s Guide 1 - 18 There are several types of composite beams, as shown in Figure 4.7. In these examples, the steel profile can be a rolled profile, a welded profile or a cellular beam. In example (c), the steel profile is a rolled profile. (a) (b) (c) Plain slab: this solution requires temporary formwork. A pre-slab or a steel decking is used as permanent formwork and contributes to the bending resistance of the slab. The beam is partially concrete encased to improve fire resistance. Figure 4.7 Composite beams In multi-storey buildings, the total depth of the floors often needs to be reduced to a minimum. The design of slim floors consists of integrating the steel beam to the concrete slab. Figure 4.8 shows two types of integrated steel beams. Figure 4.8 Integrated beams (slim floors) Figure 4.9 shows three examples of steel beams used as integrated steel beams. The lower flange is a plate welded to the web of a half rolled profile The upper flange is a plate welded to the web of a half rolled profile A plate is directly welded under the lower flange of a rolled profile Figure 4.9 Different types of profiles used as integrated beams

Part 1: Architect’s Guide 1 - 19 The span ranges for the various structural options for floors are shown in Table 4.3. Table 4.3 Span ranges of various structural options Span (m) 6 8 10 13 16 20 Reinforced concrete flat slab Slim floor beams and deep composite slab Integrated beams with precast slabs Reinforced concrete beams and slab Post-tensioned concrete flat slab Composite beams and slab Fabricated beams with web openings Cellular composite beams 4.2 Bracings 4.2.1 General A structure is statically determinate when the number of supports is just enough to ensure its global stability. By increasing the number of supports and rigid connections, the structure becomes stiffer, but rigid connections are more expensive than simple connections. So an economic compromise has to be found. Table 4.6 shows two options for the stability in a vertical plane of a multi-storey building. Braced structure The global stability is ensured by cross bracing (see § 4.2.2). Simple connections are used. The bracing members in compression are generally ignored in the detailed design. Frame effect The global stability is ensured by frame effect (see § 4.2.3) thanks to the stiffness of the connections. This solution leads to more complex connections. Figure 4.10 Global stability in vertical planes of a multi-storey structure The stability of a building has to be ensured in all the main planes (vertical and horizontal planes) in order to transfer the forces to the foundations, as shown in Figure 4.11.

Part 1: Architect’s Guide 1 - 20 1 2 3 4 Key: - see text Figure 4.11 Planes of stability for a rectangular building The vertical stability (A and C in the Figure) can be provided by any of the four systems: 1 Cross-bracing (simple construction) 2 Frame effect 3 Diaphragm effect (contribution of the cladding) 4 Concrete wall. The horizontal stability (B and D in Figure 4.11) is generally ensured either by the diaphragm effect in concrete floors or by a cross-bracing. Horizontal stability systems must be appropriately connected to vertical stability systems in order to transfer the forces to the foundations. Wind action is the main horizontal action in multi-storey buildings. In seismic areas, horizontal actions due to earthquakes have to be considered. 4.2.2 Braced structure option Multi-storey buildings are generally designed with pinned members. Vertical stability is commonly provided by cross-bracing, and sometimes by a concrete core. The advantages of such a design are:  Simple connections  Quick erection  Reduced fabrication costs. The cross-bracing can be either inside or outside the building, depending on architectural preference. An example of bracing as an architectural feature is shown in Figure 4.12.

Part 1: Architect’s Guide 1 - 21 Figure 4.12 External cross-bracing in a multi-storey building 4.2.3 Frame effect option In order to avoid bracing between the beams, it is possible to design rigid-jointed continuous frames. Multi-storey buildings with a load-bearing structure formed of rigid frames often require an increase in the column section and sometimes in the beam section. Since ensuring stability by frame action is less economical than by bracing, a combination of the two systems can provide an efficient and balanced solution. It is possible to have frames in one direction and to use bracing for stability in the perpendicular direction. The advantages of continuous frames are:  The primary beams are stiffer – the deflections are lower than those of simply supported beams  The floors are less sensitive to vibrations Adding redundancy to the structure increases robustness. The disadvantages are:  The connections are more complex and the erection is more complicated  The internal forces in the columns are increased The structure is globally more expensive. Structures made of continuous frames in both directions are exceptional. They can be recommended for buildings with special requirements (medical research, white rooms, equipment sensitive to deflections and vibrations, etc.).

Part 1: Architect’s Guide 1 - 22 4.3 Floors 4.3.1 General The structural function of floors is to transfer loads to the main members of the structure. Floors also contribute to the global stability of the structure because they generally act as a diaphragm to provide stability in the horizontal plane of each storey. The design of a floor conforms to specifications that include:  Applied loads  Thermal performance  Acoustic performance  Fire resistance  Service integration  Requirements to connect a false ceiling. The structural part of the floor can be one of the following:  Composite slab using steel decking  Concrete slab with steel decking used as permanent formwork  Dry floors  Plain slab, concrete slab including a precast slab  Prefabricated slab. 4.3.2 Concrete slab with steel decking The use of steel decking has many advantages:  Efficient permanent formwork (the formwork does not have to be removed after concreting)  Installation of a steel decking is easier than that of a precast slab  Propping during construction is often not necessary. A simple steel decking is efficient as permanent formwork at the construction stage. Special steel deckings have been developed in order to contribute to the bending resistance of the floor, as a tension component. For these deckings, embossments provide a good connection with the concrete. See Figure 4.13.

Part 1: Architect’s Guide 1 - 23 Permanent formwork (Non composite slab) Composite slabs (Steel deckings with embossments) Figure 4.13 Concrete slab with steel decking To optimize structural behaviour, a composite slab with steel decking can also be designed to contribute to the bending resistance of the beams (composite beams), as shown in Figure 4.14. This leads to a reduction in the size of the steel profiles, and subsequently in the total depth of the floor, the weight of the beam, etc. Typical dimensions of a steel decking:  Length: 6 m  Width: 1 m  Thickness: 0,75 or 1 mm. Figure 4.14 Composite slab and composite beams Fire resistance of slabs composed of a steel decking and concrete The steel decking has a mechanical function of reinforcement. The underside generally requires no protection. The composite slabs can have 30 minutes’ fire resistance without special protection. A higher resistance can easily be obtained by:  Adding reinforcement bars in the slab  Protecting the underside of the decking  Adding a false ceiling of mineral wool and plasterboard.

Part 1: Architect’s Guide 1 - 24 4.3.3 Precast slab with in-situ topping Plain slabs are generally composed of a precast slab and cast-in-situ concrete. At the concreting stage, temporary supports may be needed to transfer the weight of the precast slab, the concrete and operatives working on the site. The slab can contribute to the bending resistance and stiffness of the beams if an appropriate connection (welded studs for instance) is provided between the slab and the beam – see composite beams in Table 4.3. 4.3.4 Hollow core slabs Prefabricated hollow-core slabs are generally used with integrated floor beams (non composite beams). These elements can be placed on angles welded to the web or on the lower flange (see Figure 4.15, Figure 4.8 and Figure 4.9). A structural concrete topping with reinforcement is recommended in order to tie the units together to serve as a diaphragm component. Figure 4.15 Hollow core slab 4.3.5 Prefabricated composite slab elements This type of floor is manufactured in elements, the width of which is 1,20 m and the length up to 7,00 m as shown in Figure 4.16. 1 2 3 4 1 Concrete slab 2 Steel mesh 3 Thermal and acoustic insulation 4 U-shaped liners Figure 4.16 Prefabricated composite slab elements 4.3.6 Dry floors Dry floors are made of a mechanical assembly of industrialized components (see Figure 4.17). The main properties of dry floors are:  Lightness  Acoustic performance

Part 1: Architect’s Guide 1 - 25  Thermal performance (insulation is integrated in the floor)  Speed of erection  No temporary propping during construction  Flexibility. The transfer of the loading is ensured by the profiled steel sheeting. Its length can vary between 2,00 and 6,00 m and its depth is about 20 cm. Services (cables, ducts) can be placed in the depth of the profiled steel sheeting. An electric heating film can be incorporated in the floor. 1 2 3 4 5 6 1 Two layers of plasterboard 2 Wood board 3 Resilient material 4 Profiled steel sheeting 5 Layers of mineral wool 6 1 or 2 layers of plasterboard Figure 4.17 Main components of a dry floor Figure 4.18 Photo of a dry floor The fire resistance of a dry floor depends on the fire performance of the false ceiling and the upper components made of plasterboard. Performance can be adapted to national regulation or other specific requirements. 4.3.7 Acoustic and thermal requirements for floors In order to fulfil requirements relating to acoustic and thermal insulation, other materials can be connected to the slab. Such materials also provide an appropriate facing. Such elements are:  Plasterboard connected under the composite floor, the number layers of which depends on the required acoustic performance

Part 1: Architect’s Guide 1 - 26  Mineral wool layers supporting the plasterboard. The space between the beams under the floor can be used for service integration (ducts). Figure 4.19 Composite slab with thermal insulation 4.4 Connections 4.4.1 General Steel construction is based on a simple principle, involving the assembly of elements, such as columns, beams, bracing members, tie members. The components of the building envelope – floors and partitions – are then connected to the principal members. The main function of a connection is to transfer internal forces between the members, in a way that is consistent with the design assumptions – pinned or continuous connection. When the connections are visible, their aesthetic quality can emphasise the structural behaviour and contribute to the architectural value of the building 4.4.2 Types of connections There are many types of connections for structural members. The principal types commonly used in multi-storey buildings are:  Nominally pinned connections (beam-to-beam and beam-to-column)  Moment connections (beam-to-column) for continuous frames  Connections of bracing members  Column bases. Figure 4.20 shows three types of beam-to-column connections. These connections can be considered as pinned. This type of connection is mainly designed to transfer a shear force and a small axial force.

Part 1: Architect’s Guide 1 - 27 End plate welded to the web of the beam and bolted to the column flange Fin plate welded to the column flange and bolted to the web of the beam Double angle web cleats: angles bolted to the column flange and the beam web Figure 4.20 Typical beam-to-column connections – pinned connections Figure 4.21 shows the connection of a secondary beam to a primary beam using double angle web cleats. The secondary beam is notched so that its top flange is at the same level as the top flange of the primary beam. Figure 4.21: Typical beam-to-beam connection Figure 4.22 shows an example of rigid beam-to-column connection. The end plate is welded to the beam and bolted to the column flange. This type of connection is designed to transfer a bending moment and a shear force. Figure 4.22 Moment connection In multi-storey buildings, the column bases are generally nominally pinned, such as that shown in Figure 4.23(a). Significant compression force is

Part 1: Architect’s Guide 1 - 28 transferred to the concrete foundation. In routine situations, the shear force remains quite low. Figure 4.23(b) is a fixed column base, shown here by way of comparison. (a) Pinned column base (b) Fixed column base Figure 4.23 Column bases The ends of bracing members are usually bolted onto gusset plates. The gusset plates can be bolted, or sometimes welded, to the main members (beam and column). An example is shown in Figure 4.24 Figure 4.24 Typical connection of a bracing member

Part 1: Architect’s Guide 1 - 29 4.5 Summary Table 4.4 gives typical weights of building elements. Table 4.4 Typical weights for building elements Element Typical weight Precast units (spanning 6 m, designed for a 5 kN/m2 imposed load) 3 to 4,5 kN/m2 Plain slab (Normal weight concrete, 200 mm thick) 5 kN/m2 Composite slab (Normal weight concrete, 130 mm thick) 2,6 to 3,2 kN/m2 Composite slab (Lightweight concrete, 130 mm thick) 2,1 to 2,5 kN/m2 Services 0,25 kN/m2 Ceilings 0,1 kN/m2 Steelwork (low rise 2 to 6 storeys) 35 to 50 kg/m2 Steelwork (medium rise 7 to 12 storeys) 40 to 70 kg/m2 Steel provides many advantages to the architect for the design of a multi-storey building:  Large spans are possible  A steel building is lighter than a traditional building  The foundations are simple and less expensive  This solution is well adapted to soils with poor load-bearing qualities.

Part 1: Architect’s Guide 1 - 30 5 BASIS OF GOOD DESIGN: THE ENVELOPE 5.1 Façades 5.1.1 General remarks When steel is the material of choice for construction, façades are made up of a series of fabricated products which fulfil the following functions: load-bearing capacity, air tightness, water tightness, protection against intrusion, thermal and acoustic insulation, fire protection and, of course, aesthetic appearance. Application of these products for façade systems guarantees a high level of precision and performance and therefore demands a certain degree of design rigour, particularly in the connection and cladding details of the various components. With its component elements, the steel in a façade can be used for secondary frames (light steel elements or double skin façade with steel sheeting or trays), support for external facing, cladding and, lastly, for decoration and solar protection. Steel construction solutions can also be combined with other types of façade facing: steel cladding, stone, brick, terracotta, wood and glass (see examples in Figure 5.1). They offer a true palette of architectural solutions in terms of appearance, shape and finish. The huge range of façade dressings can influence performance and provide solutions for all types of project (Figure 5.2), including:  Public amenities  Offices  Apartments and hotels  Commercial buildings.

Part 1: Architect’s Guide 1 - 31 Steel cladding – Montargis (France) Steel cladding – Montargis (France) Terra Cotta – Fulham (United Kingdom) Stone – Bagnolet (France) Wood– Luxembourg (Luxembourg) Render on load-bearing walls – Helsinki (Finland) Figure 5.1 Types of material for façades

Part 1: Architect’s Guide 1 - 32 Millenaris – Budapest (Hungary) European Parliament (France) House buildings - Evreux (France) University – Torino (Italy) Figure 5.2 Façades for various types of project 5.1.2 Positioning the façade There are three configurations for positioning the façade in relation to the structure, as shown in Figure 5.3. EXTERNAL: curtain wall, prefabricated wall panels DOUBLE FAÇADE: infill light walls and external cladding INTERNAL: panel walls façade Spinningfield office Manchester Royal northern college of music Manchester Industrial workshops for public transportation company - Paris Figure 5.3 Positioning the façade

Part 1: Architect’s Guide 1 - 33 The features of these three options are:  A completely external façade: the structure is visible inside - The façade is a series of panels installed between floors - If the column is hidden, the most cost efficient section should be used - If the column is visible, the aesthetic appearance will need to be considered. - In this case, fire protection requirements vary according to the building use and there are numerous solutions to satisfy these (see 6.2.4).  A double façade thickness: - Generally speaking, and since the column is not visible, the most economic solution will be determined by the choice of section. - If sizing leads to a discontinuity in the façade facing, the columns can be divided into two in order to reduce obstruction. - Internal and external facings which have been adapted will ensure structural fire protection.  Internal façade: the structure is visible outside the building - The façade beam connection must be examined carefully, especially in terms of thermal, structural and fire protection needs. Special arrangements can be put in place. 5.1.3 The construction principle In most construction elements for lightweight façades, the edge of the floor is used to determine the limit. The vertical plane it defines is for fixing elements, for reducing thermal bridging and for fire protection between floor levels. On the outside, are the support elements for the external facing (secondary frames, plates), which are installed vertically or sometimes horizontally. A primary layer of thermal insulation is then applied. The external facing is placed on this frame using a fixing device (transverse frame, bracing, preframe, etc.). The external facing can be fabricated panels with insulation (Figure 5.4). On the inside, a double-skinned partition, comprising between one and three layers of plasterboard fixed to a light steel frame, is commonly used. Additional insulation is applied between the frame posts (Figure 5.5).

Part 1: Architect’s Guide 1 - 34 Example of Vertical cladding Pre-fabricated large wall panel with integral SHS sections (Finland) 1 Internal cladding – support for the façade 2 Thermal or acoustic insulation (1st layer) 3 Thermal insulation – 2nd layer behind steel trays 4 External cladding Figure 5.4 Cladding Figure 5.5 Thermal insulation These lightweight façade systems often contain an air space for ventilation between the continuous insulation layer applied in front of the floor edge and the internal side of the outer facing. This arrangement is conducive to good hygrothermal performance of the partition wall and facilitates installation of unjointed facing elements. However, installation of a rain screen to protect the external insulation layer is essential. If the external facing is watertight, the air space cannot be introduced and the façade will not be ventilated.

Part 1: Architect’s Guide 1 - 35 Frame AXIS Internal side of external skin SLAB 6 2 4 1 3 5 7 Frame AXIS Internal side of external skin 4 2 SLAB 8 1 3 6 Detail for bottom of infill walls Detail for top of infill walls A Slab 1 Gypsum board 5 Screw B Frame axis 2 Light steel gauge rail 6 Steel frame C Ventilated air layer 3 Light steel gauge post 7 Air barrier D Internal side of external skin 4 Hole for services 8 Joint treatment Figure 5.6 Infill walls 5.1.4 Thermal and acoustic elements Thanks to the two insulation layers, it is possible to vary the type (mineral wool, polyurethane, cellular glass) and the thickness of materials used and thus to eliminate a substantial amount of thermal bridging. The risk of direct heat transfer (cold bridging) must be treated at the level of the fixings and joints between the metal parts which are in contact with internal spaces and external areas. Acoustic performance also depends on the system and fixing of the external cladding and the insulation density. To improve comfort, the internal finish facing material can also consist of perforated metal sheets (see Figure 5.4), allowing the mineral wool insulation material in the façade to correct the acoustic performance through atmospheric absorption at a high sound pressure level. Lightweight façade solutions using steel structures are ideally suited to new construction and also to refurbishment and in particular to upward building extensions. University of technology, Rzeszow (Poland) Residential building (Denmark) Figure 5.7 Refurbishment and extensions

Part 1: Architect’s Guide 1 - 36 Table 5.1 Comparative weights of façades and partitions Type of façade Weight (kg/m2) Heavy façade: - Bearing wall of 18 cm - 8 cm outside insulation - Terracotta or stone facing 20 to 50 cm 80-100 (wall not included) Light façade: - Secondary frame of façade (cold-formed profiles) - A layer of mineral wool - Partition of dubbing of 0,07 cm - Outside finish facing - steel tray 30-50 Concrete wall of 20 cm 500 2 H-shaped columns of 0,20 m 1 I-shaped beam of 0,27 m Light partitions of 0,20 m 30-50 depending on the use 5.2 Roofing systems 5.2.1 General remarks Steel frames can accommodate all types of roofs, from watertight roofs to flat or arched roofs, as well as opaque or glass roofs. SuperC building – Aachen Stone – Bagnolet Wood– Luxembourg Pitched roof on site Glass roof Figure 5.8 Roofs The building envelope needs to respond to many different requirements, see Figure 5.9.

Part 1: Architect’s Guide 1 - 37 WIND SNOW, Maintenance WIND Watertightness Pressure and depression External and internal hygrometry Durability Accessibility and maintenance Figure 5.9 Requirements for building envelope Roof typology depends on several criteria, including shape, roof slope, external appearance, material colour, type of support and the materials used. Roofs are usually divided into three types:  Flat roofs with no slope  Pitched roofs (slope between 3 and 7%)  Steep or arched roofs ‘T’ Intersection roof with gable side Overlaid Hip roof with gable side Hipped roof Flat roof Figure 5.10 Roofs For low slope roofs, the most important elements for the steel frame are the quality of fixings and arrangements for rainwater evacuation (Figure 5.11). 5.2.2 Flat roofs The principle of flat roofing systems on surface support elements can be applied using lightweight partitions, a metal sheet (see Figure 5.12) or the concrete topping technique with a concrete compression decking. A vapour screen, thermal insulation and waterproofing, with or without protection, are installed on the upper side. In order to provide the parapet which will be used to increase water tightness, it is possible to use a secondary steelwork façade which can be en extended to the required height. 5.2.3 Pitched roofs In the case of a low pitch roof (slope between 3 and 7%), water tightness is also obtained by applying bituminous products or PVC watertight membranes. Insulation is applied directly to the galvanized steel sheet tray. The process is light and economical for non-accessible roofs. Phonic insulation is adjusted through thickness of the materials and the order in which these are superimposed.

Part 1: Architect’s Guide 1 - 38 Fixing on steel purlins with self-drilling or self-tapping screw Fixing on wood purlins 1 Screw hook 1 Fixing without cover piece Figure 5.11 Types of fixings 4 1 3 2 5 6 1 Sealant coating 2 Rigid insulation 3 Insulation connection 4 Steel sheet 5 Screw on beam 6 Beam Figure 5.12 Typical view of a flat roof Figure 5.13 Corner of façade and roof – On site view

Part 1: Architect’s Guide 1 - 39 5.2.4 Steep or arched roofs Water tightness is easily obtained by overlapping of the metal sheets, more or less following the roof slope and the product. The most common procedure is to superimpose materials so that all air space is eliminated. Figure 5.14 Curved roof 5.2.5 Roof construction A typical roof construction, from the exterior inwards, consists of:  A ribbed steel decking fixed perpendicular to the panels  A primary layer of insulation made of a taut felt sheet combined with an internal vapour screen placed between the decking and panels  A second and thicker layer of mineral wool  A steel frame on which to fix the product which is used for the internal finish  A second vapour screen  An internal finish facing material, of one or two layers of plasterboard screwed to the steel frame or, in some cases, steel decking or perforated steel decking.  Acoustic insulation to control rain noise is particularly effective. Roof netting systems with different amounts of perforation can be fixed on metal roofs to handle thermal shock and to improve the architectural concept using a canopy. Galvanized steel sheets, whether pre-painted or not, and stainless sheets, are particularly suitable for arched roofs (see Figure 5.15). Stiffening ribs improve bending strength. The plates are supported by panels, the characteristics of which determine the spacing and loads to be carried. Fixing is carried out above the stiffening ribs, using compressed watertight joints.

Part 1: Architect’s Guide 1 - 40 Figure 5.15 Curved roof with galvanized steel sheet 5.2.6 Renewable energy systems The roof can be designed to accommodate various systems for renewable energy, such as solar panels. Figure 5.16 shows photovoltaic panels on a residential building. © SYSTAIC Figure 5.16 Photovoltaic panels installed on a roof Figure 5.17 shows wind turbines with vertical axis installed on a flat roof. www.innoenergie.com Figure 5.17 Array of small-scale vertical axis wind turbines on a flat roof

Part 1: Architect’s Guide 1 - 41 6 OTHER FACTORS FOR GOOD DESIGN In addition to the benefits described in previous Sections, which were concerned with mechanical performance and technical application, steel offers:  Savings in structural weight  Optimized space and return on investment  Clean and efficient construction sites. Good practice in steel building design and the appropriate choice of materials, mean all the following requirements can be met, whether regulatory or at the client’s request:  Seismic behaviour  Fire resistance  Acoustic performance  Thermal performance  Sustainability  Service integration. 6.1 Behaviour during an earthquake Steel structures are particularly well suited to construction in earthquake zones. This is mainly due to reduced accelerated mass, as well as the high ductility of steel material that allows significant energy dissipation. Good seismic performance of steel structures is demonstrated by the fact that destruction of steel buildings due to earthquakes in any part of the world is rare. The most recent analysis of the consequences of a major earthquake in Europe confirms this fact. On April 6, 2009, a magnitude 6.3 earthquake struck close to the city of L’Aquila, located approximately 90 km north-east of Rome. Steel structures in the region affected by the earthquake were mainly industrial or commercial buildings, located outside towns. These structures suffered very little damage. Any minor damage recorded did not affect their structural integrity and there was a rapid resumption of activity. The photographs in Figure 6.1, taken in the days that followed the earthquake, show the commercial centre of Aquilone. It is worth highlighting that the centre for emergency relief was set up in the gymnasium of L’Aquila. This steel building, which consists of circular columns and a three-dimensional truss roof, provided a huge empty space and it was possible to continue to use it despite the many aftershocks in the weeks following the main earthquake. The Italian authorities have every confidence in the seismic behaviour of this type of building.

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