BS 5975 2019 Extract - Flipbook - Page 75
BS 5975:2019
BRITISH STANDARD
Index
Abbreviations 4
Axial compressive stress
Access
#effective lengths K.2
#during erection and dismantling 19.4.1.3
#ground investigations F.4a)
#positional restraint K.2, Figure K.1
#scaffold tube and fittings B.2, Table B.2, Table B.3
#working areas 17.4.3.1
#steel A.1c), A.1d), Table A.2
Accuracy, of falsework 20.3.2
Axial tensile stress A.1b)
Active soil loading 17.5.5.1
Backpropping 3.3, 14.2.2.4, 19.3.4, Table 21
Active soil pressure
Base plates 3.4, 16.8.7, 19.6.1
#cohesionless soils 17.5.5.3a)
Bay length 3.5
#mixed soils 17.5.5.4a)
#cohesive soils 17.5.5.2a)
Beams 3.6
Adjustable steel props 3.1, 16.9.6
#bending stress A.1, Table A.1
#heights Table 15
#continuity rule 19.3.3.2
#design 19.5
#limiting factors 20.3.2.2
#safe working loads 16.9.6.2, 16.9.6.3,
Figure 6, Figure 7
#to BS 4074:1982 16.9.6.2, Figure 6
#to BS EN 1065:1999 16.9.6.3, Figure 7
Age of loading, brickwork and blockwork 16.6.3
Allowable bearing pressure
#blinding concrete 16.5.2
#fill material 18.9
#eccentricity 20.3.2.5d), Figure 51d)
#effective lengths K.3
#with intermediate lateral restraints K.3.1, K.4.1
#simply supported or continuous K.3
#without intermediate lateral restraints K.3.2, K.4.2,
Table K.2, Table K.3
#hollow sections J.4
#I beams A.1e)2), A.1e)3), Figure A.1
#out-of-straightness 20.3.2.5c), Figure 51c)
#sands and gravels 18.6
#proprietary 16.9.9
Allowable stresses see Permissible stresses
#spanning supports 19.7.1, Figure 49
#soil and rock 18.4, 18.5.3, 18.7, Table 18
Altitude correction factor L.3.2
#skew lapping 20.3.4, Figure 52
Aluminium elements
#steel 16.9.8, Annex J
#design 13.3.9
#top arrangements 20.3.4
#props 16.9.7, 20.3.2.4
#towers 20.3.2.4
#timber 16.4.2.11, 19.3.1, Table 11
#torsional end restraint K.5
#universal beams 16.3.2
Angle of internal friction
Bearers 3.6
#cohesionless soils 17.5.5.3d)
Bearing stresses Table 9, A.1f)
Arches 19.7.3, H.9, Figure H.6
#scaffold tubes 16.8.4
#submerged soil 17.5.5.1
Bent sections
Assets 3.2
#steelwork 16.3.6
224#© THE BRITISH STANDARDS INSTITUTION 2019 3 ALL RIGHTS RESERVED
