BS 5975 2019 Extract - Flipbook - Page 76
BRITISH STANDARD
BS 5975:2019
Blinding concrete 3.7, 16.5.2, 18.11
Checks
Blockwork 16.6
#check lists 3.11, 3.40
#design see Design checks
Bore hole tests 18.3, F.4d), F.4e)
Bracing 3.8, 19.1.4.5, 20.3.6
#falsework 20.4
#beams 19.5, Figure 49
#on site 5.1.1.9, 14.1
Bores, water E.1.1, E.2
#requirement for 5.1.1.7
#during erection and dismantling 19.4.1.3
'stability 19.4.1.2, Table 23, Table 24
#girders 16.9.10, 19.5, Figure 49, K.6.2
#see also Inspections
#jack bracing 19.4.1.4, Figure 37, Figure 38
Clapotis E.1.2, E.3
#freestanding structures 19.4.3.2
Clients 3.12, 7.1
#inclined 19.1.4.5, 19.4.3.2, 19.7.1
Clad falsework, wind forces 17.5.1.18
#lateral stability
Clear span falsework systems 19.5, 19.7.1, Figure 49
#top restrained structures 19.4.3.1
#appointment of contractors 5.1.5.3, 7.1.3, 7.2, 9.2.4,
9.5.2, Figure 3b)
#plan bracing 19.4.2.5
#points of restraint 19.2.9.2
#designated individuals 7.3
#wind loading 17.5.1.12, 17.5.1.13
Bracing panels
#as principal designers 7.1.4
#partially braced frames 19.4.2.4.2, 19.4.2.4.3, Figure
40, Figure 42
#responsibilities 7.3.2-7.3.3
#towers 16.9.5, 19.1.4.3, 19.1.4.4, 19.7.2, Figure 20,
Figure 21, Table 23
#propping systems 19.1.4.2, 19.1.4.4, Figure 21
#domestic 3.20, 7.4
#as principal contractors 7.1.5
#procedures 6.1.1.2, 7
Co-ordinators see Temporary works co-ordinators;
Temporary works supervisors
Breaking waves E.2
Cohesionless soils 17.5.5.3
Brickwork 16.6
Cohesive soils 17.5.5.2, 18.7
Buckling 19.4.2.1, J.1, J.2a), J.2c), Figure J.1
Combined exposure factor 17.5.1.6, Table 16, L.3.8
Camber 3.9, 16.9.8
Combined roughness factor L.4.2, Table L.3
Cantilevers
Commercial grade timber
#freestanding structures 19.4.2.4.3, 19.4.2.4.4
#class 16 timber Table 14
#removal of supports 14.2.2.3
Competent organizations 3.13
#without intermediate lateral restraints
K.4.2, Table K.3
Components 3.14
Centring, arches 19.7.3
#selection 13.5, 19.1.5
#with intermediate lateral restraints K.4.1
#scaffold struts 19.4.2.4.4
Characteristic strength 3.10, 13.5.1 Note 1
#adjustable steel props 16.9.6.3
#brickwork and blockwork 16.6.3, 16.6.5
#scaffold fittings 16.8.6
#not stressed graded 16.4.3
Competent persons 3.13
#manufactured 16.9, 20.3.2.6, C.3
Compression flanges
#bracing 19.5
#longitudinal and buckling stress J.2c)
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