SMD, TECHNICAL GUIDANCE
Technical Guidance Notes
14.2 - Design standards
- BS 5950-3.1:1990 + A1:2010: Code of Practice for design of simple and continuous composite beams
- BS 5950-4: Code of Practice for design of composite slabs with profiled sheeting
- BS 5950-6: Code of Practice for design of light gauge profiled steel sheeting
- BS 5950-8: Code of practice for fire resistant design
- BS 5950-9: Structural use of steelwork in building – Code of practice for stressed skin design
- All Eurocodes and all relevant National Annexe Documents (NAD)
- BS EN 1992: Eurocode 2: Design of concrete structures
- BS EN 1993: Eurocode 3: Design of steel structures
- BS EN 1994: Eurocode 4: Design of composite steel and concrete structures
- BS 8500-1:2006 + A1:2012: Concrete. Complementary British Standard to BS EN 206-1. Method of specifying and guidance for the specifier
- BS 8204-2:2003 + A2:2011: Screeds, bases and in situ floorings. Concrete wearing surfaces. Code of practice
- PN001a-GB NCCI: Resistance of headed stud shear connectors in transverse sheeting
- PN002a-GB NCCI: Modified limitation on partial shear connection in beams for buildings
- PN005c-GB NCCI: Fire resistance design of composite slabs
- P-056: (2nd Edition). The Fire Resistance of Composite Floors with Steel Decking
- P-076: Design guide on the vibration of floors
- P-093: Lateral stability of steel beams and columns - common cases of restraint
- P-137: Comparative cost of modern commercial buildings
- P-285: Benefits of Composite Floors
- P-322: Acoustic Performance of Composite Floors
- P-331: Design guide on the vibration of floors
- P-336: Acoustic Detailing of Multi Storey Residential Building
- P-354: Design of floors for Vibration: A New Approach
- P-359: Composite Design of Steel Framed Buildings
- P-372: Acoustic Detailing for Steel Construction
- P-405: Minimum degree of shear connection rules
- P-424: Fire Resistance of Light Steel Framing
- AD 150: Composite Floors: Wheel loads from Forklift Trucks
- AD 174: Shear connection along composite edge beams
- AD 175: Diaphragm action of steel decking during construction
- AD 247: Use of Composite Construction in an aggressive environment
- AD 343: Position of reinforcing mesh relative to stud shear connectors in composite slabs
- AD 344: Levelling techniques for composite floors
- AD 347: Saw Cutting of Composite Slabs to Control Cracking
- AD 350: Heating pipes in composite floors – effects on slab and beam design
- AD 362: Headed shear studs – Resistance and minimum degree of shear connection in composite beams with decking
- AD 380: What Height of Shear Stud Should be used in Eurocode 4
- AD 401a: Appropriate anchorage of parallel decking
- AD 433: Dynamic Modulus of concrete for floor vibration analysis
- AD 447: Openings in Composite Slabs
- AD 448: Support to profiled steel decking
- AD 450: Resistance of composite slabs to concentrated loads
- AD 461: Anchorage of bars in troughs of composite slabs
- AD 477: Transverse bending of composite slabs subjected to point loads
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