BS 5975 2019 Extract - Flipbook - Page 73
BS 5975:2019
BRITISH STANDARD
[17]
THE CONCRETE SOCIETY Checklist for erecting and dismantling falsework. CS123. Crowthorne:
The Concrete Society, 2014.
[18]
THE CONCRETE SOCIETY Formwork 3 A guide to good practice. Special Publication CS030.
Third Edition. Crowthorne: The Concrete Society, 2012.
Further reading
BEEBY A.W. Criteria for the loading of slabs during construction. Proceedings of the Institution of Civil
Engineers, Structures and Building 146, May 2001, Issue 2, pp195-202. London: ICE.
BRAND R E. Falsework and access scaffolds in tubular steel. London: McGraw-Hill, 1975.
BRITISH CEMENT ASSOCIATION Early striking and improved backpropping 3 Best Practice Guide No. 4
for in-situ concrete frame buildings. BCA 97.505. Camberley: BCA, 2001.
BURROWS M., CLARK, L., PALLETT, P., WARD, R. and THOMAS, D. Falsework verticality: leaning
towards danger? Proceedings of ICE, Civil Engineering, February 2005, pp41-48, Paper 13624.
COASTAL ENGINEERING RESEARCH CENTRE Shore Protection Manual. Fort Belvoir, VA,
USA: CERC, 1973
CIVIL ENGINEERING CODES OF PRACTICE JOINT COMMITTEE Civil Engineering Code of Practice No.
2. Earth Retaining Structures. London: Institution of Structural Engineers, 1951.
CONCRETE BRIDGE DEVELOPMENT GROUP. The aesthetics of concrete bridges. Technical Guide No.
4. CBDG/011. Crowthorne: CBDG, 2000.
CONCRETE STRUCTURES GROUP A guide to the safe use of formwork and falsework. CSG/005.
Camberley: CSG, 2008.
CONSTRUCTION INDUSTRY RESEARCH AND INFORMATION ASSOCIATION. Bridges 3 design for
improved buildability. CIRIA R155. London: CIRIA, 1996.
CONSTRUCTION INDUSTRY RESEARCH AND INFORMATION ASSOCIATION. Effect of site factors on
the load capacities of adjustable steel props. CIRIA R27. London: CIRIA, 1971.
CONSTRUCTION INDUSTRY RESEARCH AND INFORMATION ASSOCIATION. Masonry façade
retention 3 Best practice site handbook. CIRIA C589. London: CIRIA, 2003.
CONSTRUCTION INDUSTRY RESEARCH AND INFORMATION ASSOCIATION. Safe working loads for
adjustable props: the influence of prop conditions and site workmanship. CIRIA TN79. London:
CIRIA, 1977.
DORAN D. Site engineers manual 3 Chapter 11: Formwork, scaffolding, falsework and façade retention.
Caithness: Whittles Publishing, 2004.
FERGUSON S.A., Formwork (falsework) shore design loads: an evaluation of current practice.
Concrete, Volume 35, Number 5, May 2001, pp. 28330. Crowthorne: The Concrete Society.
GORST N.J.S., WILLIAMSON, S.J., PALLETT, P.F. and CLARK, L.A. Friction in temporary works. HSLSC284.
The University of Birmingham: HSE Research Project Unit, 2002.
GRANT M. Scaffold falsework design to BS 5975. Second Edition. London: E. and F.N. Spon. 1982.
HEALTH AND SAFETY EXECUTIVE. Investigation into aspects of falsework. HSE Contract Research
Report 394/2001. Sudbury: HSE Books, 2001.
HEALTH AND SAFETY EXECUTIVE. Safe erection, use and dismantling of falsework. HSE CIS56.
Sudbury: HSE Books, 2003.
INSTITUTION OF STRUCTURAL ENGINEERS Temporary demountable structures, Guidance on
procurement, design and use. ISE Report. Second Edition. London: IStructE, 1999.
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