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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