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Full List of Content Case Study: Luxembourg Chamber of Commerce's Exposed Steel Case Study: 19 Storey Residential Building at Deansgate, Manchester, UK Case study: Airforge building, Pamiers, France Case Study: Apartments for Social Housing in Rheims, France Case Study: Bilbao Exhibition Centre, Spain Case Study: City Gate, Düsseldorf, Germany Case Study: Constantin's Family House, Ploiesti, Romania Case study: ELUZ Building in Croissy-Beaubourg, France Case Study: Energy-Efficient House in Finland Case Study: Fire Engineering of "Las Cañas" Shopping Centre, Viana, Spain Case Study: Fire engineering of Airbus halls, Toulouse, France Case Study: Fire Engineering of Indoor Football Arena, Finland Case Study: Fire Engineering of office building AOB, Luxembourg Case Study: Fire Engineering of Terminal 2F, Charles de Gaulle airport, Paris Case Study: ING Headquarters, Amsterdam Case study: Isozaki Atea, Bilbao, Spain Case Study: Kista Science Tower, Stockholm Case Study: Köln Arena, Germany Case Study: Le Sequana Case Study: New Air Cargo Hub for DHL at Nottingham East Midlands Airport, UK Case study: Office building - 7 place d'Iéna, Paris Case Study: Office Building, Palestra, London Case Study: Raines Court, London, UK Case Study: Rembrandt Tower, Amsterdam, Netherlands Case Study: Residential Building, Fulham, UK Case Study: Residential Building, SMART House, Rotterdam, Netherlands Case study: Sheraton hotel, Bilbao, Spain Case Study: Shopping Centre CACTUS, Esch/Alzette, Luxembourg Case study: The Arabianranta Project, Helsinki, Finland Case study: The OpenHouse System, Sweden Case Study: Typical low rise office building in Luxembourg Client Guide for Single Storey Buildings Client guide on the key issues for structural fire resistance Client Guide: Value from Steel Construction for Commercial Buildings Client guide: The benefits of steel for residential construction Code commentary: Collection No. 1 Code commentary: EN 1994-1-2 §4.3.5 Simple calculation method for composite columns Code commentary: Tangent modulus for concrete at elevated temperature Data: Buckling factors at elevated temperature Data: Classification of sections at elevated temperature Data: Critical temperatures for the design fire resistance of steel beams and members in tension Data: Limiting compressive stresses for the design fire resistance of steel columns Data: Nominal temperature-time curves Data: Nomogram for protected members Data: Nomogram for unprotected members Data: Properties of fire compartment lining materials Data: Reduction factors for mechanical properties of carbon steel at elevated temperature Data: Section classification tables for European hot rolled beam profiles (IPE and HE profiles) Design of composite columns Example: Bolted connection of an angle brace in tension to a gusset plate Example: Bolted connection of an angle brace in tension to a gusset plate (GB) Example: Buckling resistance of a pinned column with intermediate restraints Example: Buckling resistance of a pinned column with intermediate restraints (GB) Example: Calculation of alpha-cr Example: Calculation of effective section properties for a cold-formed lipped channel section in bending Example: Calculation of effective section properties for a cold-formed lipped channel section in compression Example: Choosing a steel sub-grade Example: Column base connection under axial compression Example: Column base connection under axial compression (GB) Example: Column splice - non-bearing splice Example: Composite floor slab Example: Continuous column in a multi-storey building using a UKC section (GB) Example: Continuous column in a multi-storey building using an H-section or RHS Example: Design and serviceability limit state check of a cold-formed steel member in bending Example: Design of a cold-formed steel lipped channel wall stud in compression Example: Design of a cold-formed steel lipped channel wall stud in compression and bending Example: Design of a cold-formed steel lipped channel wall stud in tension Example: Design resistance of a screwed connection of cold-formed members Example: Determination of loads on a building envelope Example: Elastic analysis of a single bay portal frame Example: Elastic analysis of a single bay portal frame (GB) Example: Elastic design of a single bay portal frame made of fabricated profiles Example: End plate beam-to-column-flange simple connection Example: End plate beam-to-column-flange simple connection (GB) Example: Fin plate beam-to-column-flange connection Example: Fin plate beam-to-column-flange connection (GB) Example: Fire design of a protected HEB section column exposed to the parametric fire curve Example: Fire design of a protected HEB section column exposed to the standard temperature time curve Example: Fire design of a protected unrestrained HEA section beam exposed to the standard temperature time curve Example: Fire design of an unprotected beam using graphs Example: Fire design of an unprotected IPE section beam exposed to the standard time temperature curve Example: Fire design of protected IPE section beam exposed to parametric fire curve Example: Fire design of unprotected HEB section column exposed to the standard temperature time curve Example: Fire engineering a composite SHS column Example: Fire resistance of a composite slab to EN 1994-1-2 Example: Fire resistance of a partially encased composite column Example: Fire resistance of a partially encased composite steel beam Example: Fire resistance of a welded box section Example: Parametric fire curve for a fire compartment Example: Pinned column using non slender H-section or RHS Example: Pinned column using non slender UKC section (GB) Example: Portal frame - eaves moment connection Example: Simply supported beam with intermediate lateral restraints Example: Simply supported beam with intermediate lateral restraints (GB) Example: Simply supported beam with lateral restraint at load application point Example: Simply supported beam with lateral restraint at load application point (GB) Example: Simply supported IPE profile purlin Example: Simply supported laterally unrestrained beam Example: Simply supported laterally unrestrained beam (GB) Example: Simply supported primary composite beam Example: Simply supported primary composite beam (GB) Example: Simply supported secondary composite beam Example: Simply supported secondary composite beam (GB) Example: Single span truss and post frame for a low pitch roof using battened section chords Example: Sway stability Example: Truss/post end connection Example: Truss/post end connection (GB) Example: Tying and the avoidance of disproportionate collapse Example: Unrestrained beam with end moments Example: Unrestrained beam with end moments (GB) Flow chart : Design of a column base under axial load Flow chart: Buckling verification of non-uniform members in portal frames Flow chart: Calculation of effective section properties for cold-formed steel lipped channel sections under compression or bending Flow Chart: Choosing a steel sub-grade Flow chart: Design and serviceability limit state check of a cold-formed steel member in bending Flow Chart: Design model for non-bearing column splices Flow chart: Design model for welded joints in trusses using structural hollow sections Flow chart: Design of a cold-formed steel lipped channel member in tension Flow chart: Design of a cold-formed steel member in compression Flow chart: Design of a cold-formed steel wall stud in combined compression and uniaxial bending Flow chart: Design of a non-composite beam under uniform loading - detailed procedure Flow chart: Design of a simply supported composite beam - Common cases Flow chart: Design of a wind transverse girder Flow chart: Design of chord splice in structural hollow sections Flow Chart: Design of non-composite columns Flow chart: Design of tapering elements in presence of plastic hinge (haunches) Flow chart: Design resistance of screwed connections of cold-formed members Flow chart: Elastic analysis of a portal frame Flow chart: Element (rafter or column) design in presence of plastic hinge (uniform section) Flow chart: Element elastic design, uniform sections (rafter or column) Flow Chart: Evaluation of wind loads Flow Chart: Evaluation of wind loads (single-storey buildings) Flow Chart: Fin plate connection Flow chart: Fire resistance of a beam in bending Flow chart: Fire resistance of a column in combined axial compression and bending Flow chart: Fire resistance of a composite slab Flow chart: Fixed column bases Flow chart: Floor slab design Flow chart: Frame analysis Flow Chart: Governing combination of actions Flow chart: Pinned column base connection in portal frames Flow chart: Plastic analysis of a portal frame Flow chart: Portal frame apex connection Flow chart: Portal frame eaves connection Flow Chart: Simple end plate connection Flow Chart: Simple method for the design of non-composite beams and cantilevers Flow Chart: Simple method for the design of no-sway braced frames Flow chart: Simplified model for thermal actions in a localised fire Flow chart: Simplified model for thermal actions in compartment fire Flow chart: Steel temperature development for insulated steel members Flow chart: Steel temperature development for unprotected steel members Flow chart: Thermal actions for temperature analysis Flowchart : Vertical bracing design Flowchart: Design of a simply supported composite beam - Details Interactive Example: Buckling resistance of a pinned column with intermediate restraints Interactive Example: Column base connection under axial compression Interactive Example: Column splice - non-bearing splice Interactive Example: Continuous column in a multi-storey building using an H-section or RHS Interactive Example: Pinned column using non slender H-section or RHS Interactive Example: Simply supported beam with intermediate lateral restraints Interactive Example: Simply supported beam with lateral restraint at load application point Interactive Example: Simply supported laterally unrestrained beam Interactive Example: Simply supported primary composite beam Interactive Example: Simply supported secondary composite beam Interactive Example: Unrestrained beam with end moments Interactive Worked Examples NCCI: Vertical and horizontal deflection limits for multi-storey buildings NCCI: "Simple Construction" - concept and typical frame arrangements NCCI: Bearing column splices NCCI: Buckling lengths of columns: rigorous approach NCCI: Calculation of alpha-cr NCCI: Column base stiffness for global analysis NCCI: Column splices not requiring full continuity of stiffness NCCI: Critical axial load for torsional and flexural torsional buckling modes NCCI: Design model for non-bearing column splices NCCI: Design model for simple column bases- axially loaded I section columns NCCI: Design model for welded joints in trusses using structural hollow sections NCCI: Design models for splices in structural hollow sections NCCI: Design of a notched section at the end of a beam NCCI: Design of fixed column base joints NCCI: Design of out of plane and transverse restraint systems for portal frames NCCI: Design of portal frame apex connections NCCI: Design of portal frame eaves connections NCCI: Design of roof trusses NCCI: Design of simple column bases with shear nibs NCCI: Design rules for web openings in beams NCCI: Determination of moments on columns in simple construction NCCI: Determination of non-dimensional slenderness of I and H sections NCCI: Effective lengths and destabilizing load parameters for beams and cantilevers - common cases NCCI: Effective lengths of columns and truss elements in truss portal frame construction NCCI: Elastic critical moment for lateral torsional buckling NCCI: Elastic critical moment of cantilevers NCCI: General method for out-of-plane buckling in portal frames NCCI: Initial Design of Composite Beams NCCI: Initial Design of Composite Beams (GB) NCCI: Initial Design of non Composite Beams NCCI: Initial Design of non Composite Beams (GB) NCCI: Initial sizing of fin plate connections. NCCI: Initial sizing of non-bearing column splices NCCI: Initial sizing of simple end plate connections. NCCI: Initial sizing of vertical bracing for a multi-storey building for design as a braced, non-sway frame NCCI: Modelling of portal frames - elastic analysis NCCI: Mono-symmetrical uniform members under bending and axial compression NCCI: Practical analytical models for portal frames (plastic analysis) NCCI: Practical deflection limits for single storey buildings NCCI: Shear resistance of a fin plate connection NCCI: Shear resistance of a simple end plate connection NCCI: Simple methods for second order effects in portal frames NCCI: Simplified approaches to the selection of equivalent horizontal forces for the global analysis of braced and unbraced frames NCCI: Sizing guidance - non-composite columns (H sections) NCCI: Sizing guidance - non-composite columns-UC sections (GB) NCCI: Torsion NCCI: Tying resistance of a fin plate connection NCCI: Tying resistance of a simple end plate connection NCCI: Verification of columns in simple construction - a simplified interaction criterion (GB) NCCI: Vibrations Scheme Development: Procurement of design services for light steel residential structures Scheme development: Accommodation of services in residential construction with light steel structures Scheme development: Acoustic performance in residential construction with light steel framing Scheme development: Board fire protection Scheme development: Checklist for fire design of multi-storey apartments Scheme development: Checklist for fire design of multi-storey office buildings Scheme development: Checklist for fire design of single occupancy houses Scheme development: Checklist for fire design of single-storey buildings Scheme Development: Composite beams and columns exposed to fire Scheme development: Composite floors exposed to fire Scheme Development: Composite slabs for multi-storey buildings for commercial and residential use Scheme Development: Conceptual design of truss and column solutions Scheme development: Concrete filled tubular members exposed to fire Scheme Development: Coordination of structural and architectural design for multi-storey buildings with steel frames Scheme Development: Corrosion of steel structures Scheme Development: Design of portal frames using fabricated welded sections Scheme Development: Details for portal frames using rolled sections Scheme development: Ensuring fire safety Scheme development: Fire resistance of light steel in residential structures Scheme Development: Fire safety strategy for multi-storey buildings for commercial and residential use Scheme development: Foundations for light steel residential structures Scheme development: Fundamentals of structural fire design Scheme development: Hybrid construction with light steel and hot rolled steel for residential structures Scheme development: Initial design decisions for light steel structures Scheme Development: Integrated beams for multi-storey buildings for commercial and residential use Scheme development: Intermediate floors in light steel residential structures Scheme development: Intumescent coatings Scheme Development: Key information for clients for multi-storey buildings with steel frames Scheme Development: Location and its influence on the design of multi-storey buildings with steel frames Scheme Development: Movement joints in steel buildings Scheme Development: Overview of fire safety strategy for single-storey buildings Scheme development: Overview of structural systems for single-storey buildings Scheme Development: Overview of the servicing strategies for multi-storey office buildings Scheme Development: Overview of the sustainability of steel-framed, multi-storey buildings for commercial and residential use Scheme Development: Precast Concrete slabs for multi-storey buildings for commercial and residential use Scheme Development: Primary beams for multi-storey buildings for commercial and residential use Scheme development: Purlin structure design Scheme development: Resistance to horizontal actions in multi-storey, steel-framed, buildings Scheme development: Roofs for light steel residential structures Scheme Development: Secondary beams for multi-storey buildings for commercial and residential use Scheme development: Selection of appropriate fire engineering strategy for multi-storey commercial and apartment buildings Scheme development: Selection of appropriate fire engineering strategy for single-occupancy houses Scheme development: Selection of appropriate fire engineering strategy for single-storey buildings Scheme Development: Selection of economic framing arrangements for low and medium rise, steel and composite, buildings Scheme development: Selection of the external roof envelope system for single storey buildings Scheme development: Selection of the external wall envelope system for single storey buildings Scheme Development: Service Integration In Buildings Scheme development: Shielded members in fire Scheme Development: Slim floor systems exposed to fire Scheme development: Sprayed fire protection Scheme Development: Stressed skin diaphragm action Scheme development: Structural systems and preferred methods for procurement of light steel residential construction Scheme development: Thermal performance of residential construction with light steel framing Scheme development: Unprotected steel in fire Scheme Development: Vertical structure for multi-storey buildings for commercial and residential use Scheme development: Walls in light steel in residential structures Scheme Development: Web openings for services in beams in multi-storey buildings