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Steel Construction Institute documents within the Construction Information Service
NCCI: column base stiffness for global analysis
NCCI: column splices not requiring full continuity of stiffness
NCCI: continuous strength method for structural stainless steel design
NCCI: critical axial load for torsional and flexural torsional buckling modes
NCCI: design for splices in structural hollow sections
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 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 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