BS 5975 2019 Extract - Flipbook - Page 84
BRITISH STANDARD
BS 5975:2019
Probability factor 17.5.1.3, L.3.5, L.6
Procedural control of temporary works
#concrete 16.5
#general principles 5.1.1.10-5.1.1.12, 6.1
#inspection and maintenance 20.7
#factors of safety 19.4.2.3
#implementation 5.1.4, Figure 2
#manufactured components 16.9
#summary of measures 5.1.2
#other materials 16.7
Props 3.39, 16.9.6.1
#scaffold tubes, couplers and other fittings 16.8
#adjustable steel see Adjustable steel props
#timber 16.4
Progressive collapse, avoidance of 13.3.13, 19.4.2.2
#steel 16.3
#aluminium 16.9.7, 20.3.2.4
Risk
#control 6.1.3
#class strengths 16.9.6.3
#erection 20.3.6, Figure 19
#execution risks 6.1.3.1
#implementation risk classification 6.1.3.2-6.1.3.5,
9.4.3, Table 1
Prototypes, testing C.3
Quality control C.4
#management 6.1.1.11, 13.6.2 Note 2
#check lists 3.40
Raking falsework 19.7.4
Rolled steel joists (RSJs) 16.3.2
Rate of building, brickwork 16.6.2
RSJ see Rolled steel joists
Re-propping 3.41
Safe use of equipment 10.7
Rectification, steelwork 16.3.6
Safe working loads
#adjustable steel props 16.9.6.2, 16.9.6.3,
Figure 6, Figure 7
Reinforced concrete
#density 17.2, D.4, Table D.2
#scaffold 19.7.6, Annex B
#self-weights 17.4.3.1
#couplers 16.8.3, 16.8.6, B.3, Table B.4
Reinforcement
#fittings 16.8.6, B.3, Table B.4
#brickwork and blockwork 16.6.4
#tubes 16.8.3, Table B.2, Table B.3
#precast concrete 16.5.6
Safety factors see Factors of safety
#wind forces 17.5.1.15.6, 17.5.1.16
Salvaged bricks and blocks 16.6.5
Restraint
Samples F.4c), F.4e)
#couplers, scaffold 19.4.2.4.4
Sands 18.6, 18.8
#design checks 19.4.1.1
Scaffold 3.42
#frictional 19.4.5.1, 19.6.1, Figure 47
#axial compressive stress B.2, Table B.2, Table B.3
#girders K.6.1-K.6.3, Figure K.2, Figure K.3
#corrosion and deterioration 16.8.5, 16.8.7
#lateral see Lateral restraint
#points of 19.2.9.2
#steel members in compression K.1, K.2, Figure K.1
#top see Top restrained structures
#torsional K.3.2, K.5
Reusable components
#brickwork and blockwork 16.6
#couplers see Couplers, scaffold
#fittings see Fittings, scaffold
#fully braced systems 19.1.4.5
#limiting factors 20.3.2.3
#load path 19.7.6, Figure 50
#materials masses Table D.4
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