BS 5975 2019 Extract - Flipbook - Page 83
BS 5975:2019
Out-of-straightness
#beams 20.3.2.5c), Figure 51c)
#struts or columns 20.3.2.5b), Figure 51b)
Out-of-vertical by design 19.2.5, 19.5, H.7
Overturn 13.3.10c), 19.4.4.1-19.4.4.3
Packing pieces
#foundations 19.6.1
#hardwood 16.4.1.3
#sloping soffits 19.7.7
Panels
#bracing 19.1.4.2, 19.1.4.4, 19.4.2.4.2, 19.4.2.4.3,
Figure 21, Figure 40, Figure 42
BRITISH STANDARD
#materials 16.7.2
#steel 16.3.3, A.1, Table A.1, Table A.2
#timber 16.4.2.12, Table 12, Table 13
Permits 3.37
#issue by TWC 11.3.3w)-11.3.3x), 14.2.1.2, 14.2.2.1
#issue by TWS 12.2.2, 12.3j)-12.3k), 14.1.4 Note,
14.2.1.2, 14.2.2.1
#to dismantle 14.3
#to load 5.1.2t), 9.3.1.2k), 14.2.1.1-14.2.1.3
#to unload 14.2.2.1
Piles, foundations 18.10, 19.6.3, 19.6.4
Plan bracing 19.4.2.5
#erection of individual prop systems Figure 19
Plant/construction vehicles 17.4.3.4, 19.2.3.1
#spanning girders 16.9.10
Parapet formwork 17.5.1.15.4, Figure 14
Points of restraint 19.2.9.2
Partially braced frames
Positional stability 19.4.5
#freestanding systems 19.4.2.4.3, Figure 42
Precast concrete 16.5.6, 19.6.3, 20.5
Plate action, formwork 19.3.2.4, Figures 25-32
#top restrained structures 19.4.2.4.2, Figure 40
Presumed bearing pressure 18.4, 18.5, Table 18
Partially braced towers 16.9.5
Primary bearing members 3.38
#aluminium 20.3.2.4d)
Principal contractors 9.4
#proprietary systems 19.1.4.4, Figure 21, Table 23
Passive soil resistance
#appointment 9.1.6
#cohesionless soils 17.5.5.3b)
#co-ordination of temporary works 5.1.4, Figure 2
#cohesive soils 17.5.5.2b)
#mixed soils 17.5.5.4b)
Peak velocity pressure 17.5.1.3, L.2, L.3.1, L.4.5, L.4.6
Pedestrian access 17.4.3.3
Permanent works
#loading 17.4.2
#movements 19.2.10
#supporting falsework 19.1.3b), 19.4.4.1
#client as 7.1.5
#designated individuals 9.1.8, 11.2.1.1-11.2.1.2
#role and responsibilities 7.2.1, 9.2.2-9.2.6, 9.5.2.3
#domestic clients and 7.4.1, 7.4.3
#large/complex projects 5.1.4.6, Figure 2e)
#multiple sites 5.1.4.4, Figure 2c)
#procedures 9.2.4, 9.4.2
#relationship with contractors 5.1.5, Figure 4
Permanent works designers 8.3, 13.1.2-13.1.3
#responsibilities 6.1.1.7, 9.1.6, 9.4.1
#procedures 6.1.1.2
#temporary works co-ordinator (PC9s TWC) see
Temporary works co-ordinators, principal contractor9s
#role and responsibilities Table 22
Permissible stresses 3.36
#design 13.3.7, 19.1.1
#load-bearing stiffeners J.3.3
#sub-contractor appointment 5.1.4.5, Figure 2d)
Principal designers 8.5
#client as 7.1.4
#domestic clients and 7.4.1, 7.4.3
232#© THE BRITISH STANDARDS INSTITUTION 2019 3 ALL RIGHTS RESERVED
