Steel Construction Institute documents within the Construction Information Service

• 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 recommendations for hot-finished elliptical hollow sections
• 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: fire resistance design of composite slabs
• NCCI: general method for out-of-plane buckling in portal frames
• NCCI: initial design of composite beams
• NCCI: initial design of non composite beams
• NCCI: initial sizing of fin plate connections
• NCCI: initial sizing of non-bearing column splices
• NCCI: initial sizing of simple end plate connections
• NCCI: modelling of portal frames - elastic analysis
• NCCI: modified limitation on partial shear connection in beams for buildings
• 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: provision of 'appropriate anchorage' to profiled sheeting
• NCCI: resistance of headed stud shear connectors in transverse sheeting
• NCCI: shear resistance of a fin plate connection
• NCCI: shear resistance of a simple end plate connection
• NCCI: simple construction - concept and typical frame arrangements
• 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 - UC sections
• NCCI: sizing guidance - non-composite columns (H sections)
• NCCI: strength of bolts and welds in fire situations
• 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
• NCCI: vertical and horizontal deflection limits for multi-storey buildings
• NCCI: vibrations
• Net area for staggered holes in accordance with Eurocode 3
• New rules on the selection of execution class for structural steel
• Nominally pinned connections and axial forces
• Non slip connections to BS 5950
• Non-slip connections in wind bracing
• Offsite modular steelwork. Design advice
• Offsite modular steelwork: advice to clients
• Open top box girders for bridges
• Openings in composite slabs
• Over-cladding of existing buildings using light steel
• Over-roofing of existing buildings using light steel
• P281 worked example of beams curved on plan
• P385 Design of steel beams in torsion - error in example 3
• P397 Elastic design of single span steel portal frame buildings to Eurocode 3
• Parallel beam approach - a design guide
• Partial factors for material properties for design in the UK
• Placement of headed stud shear connectors in troughs of profiled steel sheets with a central stiffener
• Plastic design of single-storey pitched-roof portal frames to Eurocode 3
• Plastic modulus of Tee sections
• Position of reinforcing mesh relative to stud shear connectors in composite slabs
• Pouring concrete to a constant thickness or to a constant plane
• Practical slenderness limits for compression members
• Precast concrete decks for composite highway bridges
• Precast concrete floors in steel framed buildings
• Pre-loadable bolting assemblies
• Probability factors applied to characteristic wind and snow loads for non-standard return periods
• Protection of buildings against explosions
• Publication of second-generation Eurocodes
• Punching shear check for fin plates in P358
• Questions and answers on SCI P391
• Quicon® - Design guide to BS 5950-1
• Rapid dry envelope: Infill walls using light steel framing
• Recent blue and orange book developments
• Recommended application of BS 6399-2
• Reducing noise emission from steel railway bridges
• Reduction in bending resistance due to high shear
• Replacement steel bridges for motorway widening
• Resistance of beams and columns in fire: worked examples to the Eurocodes
• Resistance of bolted connections in tension, for design to BS EN 1993-1-8
• Resistance of composite slabs to concentrated loads
• Resistance of shear connectors with concrete relaxation (pr EN 1994-1-1)
• Resistance of shear studs in trapezoidal decking with transverse ribs
• Resistance to transverse forces (BS EN 1993-1-1:2022)
• Responsibilities for reinforcement design and detailing in composite slabs and beams
• Reuse of pre-1970 steelwork
• Revision of BS 5400-3 LTB rules
• Robustness of light steel construction
• Robustness rules for Slimdek
• Role of steel in environmentally responsible buildings
• Saw cutting of composite slabs to control cracking
• Second order moments for splice design
• Section classification
• Section classification of a flat plate
• Selection of steel sub-grade in accordance with the Eurocodes
• Service integration in Slimdek
• Shear resistance of I-Sections in P363
• Shear resistance of parallel flange channels in the Eurocode blue book
• Shear resistance of stainless steel fixings
• Shear resistances of M12 bolts
• Shear stud length