BS 5975 2019 Extract - Flipbook - Page 88
BRITISH STANDARD
BS 5975:2019
#forkheads and 20.3.4
Topography factor 17.5.1.5, Figure 9, L.3.7
#hardwood 16.4.1.1, 16.4.1.3, Table 6
Towers 3.55
#markings 16.4.1.4, 20.7
#fully braced 16.9.5, 19.1.4.3, Figure 20
#ground support foundations 19.6.3
Torsional restraint K.3.2, K.5
#inspections 16.2.2
#aluminium 20.3.2.4
#modification factors 16.4.2, Table 8, Table 9, Table 11
#horizontal forces 19.3.3.4, Figure 36
#modulus of elasticity 16.4.2.9, 16.4.2.10, Table 3,
Table 12, Table 13
#not stress graded 16.4.3
#permissible stresses 16.4.2.12, Table 12, Table 13
#sawn timber size 16.4.1.5, 16.4.2.3, Table 7
#shear stress 16.4.2.8
#independent 19.7.2
#partially braced 16.9.5, 19.1.4.4, Figure 21, Table 23
#stability Table 23
#vertical movement 20.3.3
#wind loading 17.5.1.12, 17.5.1.13, Table 17
Traffic access 17.4.3.3
#softwood see Softwood
Training 5.2
#stress graded 16.4.1.1-16.4.1.4
Transverse shear force 19.2.9.2
#used timber 16.4.4
Trapped debris effect 17.5.2.3, 19.6.4
Tolerances
Tubes, scaffold 16.8, 19.7.6, 20.7, B.1
#wet grade stresses 16.4.2.1-16.4.2.4, Table 3
#adjustable steel props 20.3.2.2
Travelling falsework 19.7.5
#component properties B.1, Table B.1
#aluminium props 20.3.2.4
#effective lengths 19.4.2.4.4, Figure 43
#aluminium towers 20.3.2.4
#ice formation at high altitudes D.7b)
#erection 19.2.4
#limiting factors 20.3.2.3
#forkheads 20.3.2.2
#non-standard 16.8.2, 16.8.4
#proprietary components 20.3.2.6
#safe working loads 16.8.3, Table B.2, Table B.3
#scaffold tube and fittings 20.3.2.3
#tolerances 20.3.2.3
#steelwork and structures 20.3.2.5
Tubular lacing 20.3.6
Top arrangements 20.3.4
Turbulence intensity L.4.3, Table L.4
Top and bottom jack bracing 19.4.1.4, Figure
37, Figure 38
TWC see Temporary works co-ordinators
TWS see Temporary works supervisors
Top restrained structures 3.54
UB see Universal beams
#design 19.1.3a)
#effects of eccentricity and sway 19.3.3.3.2, Figure 34
#fully braced systems 19.1.4.5
#jack bracing Figure 38
#lateral restraint 19.3.2.3, Figure 24
Unclad falsework
#shielding 17.5.1.10, 17.5.1.14, 19.2.3.2, Annex M
#wind forces 17.5.1.10, 17.5.1.14, 17.5.1.17, 19.2.3.2,
Figure 17, Annex M
Undrained shear strength, cohesive soils 17.5.5.2d)
#lateral stability 19.4.3.1, Figure 44
Universal beams (UBs) 16.3.2
#plate action of formwork 19.3.2.4, Figures 25-32
#stability 19.4.1.2, 19.4.2.4.2, Figure 39, Table 23
Unloading (taking out of use) 14.2.2
#permit to unload 14.2.2.1
© THE BRITISH STANDARDS INSTITUTION 2019 3 ALL RIGHTS RESERVED#237
