BS 5975 2019 Extract - Flipbook - Page 86
BRITISH STANDARD
BS 5975:2019
#ground support 19.6.3
#without bearing stiffeners J.2, Table J.1
#protection of foundations 18.11
Still water depth E.1.4
#tolerances 20.3.2.3
Still water level E.1.5
Spanning girders 14.2.2.3, 16.9.10
Storage areas 17.4.3.2
Spread footings 16.5.3
Strength classes 3.46
Square foundations 18.7b)
Stress graded timber 16.4.1.1-16.4.1.4
Stability 19.4.4
Strip foundations 18.7a)
#checks 19.4.1.2, Table 23, Table 24
Structural factor 17.5.1.11
#during additional construction 19.4.4.4
Struts 3.47
#design 13.3.10b), 13.3.10d)
Structural strength 19.4.2
#during erection and dismantling 19.4.1.3,
19.4.4.2, Figure 46
#effective lengths 19.2.9.2, K.2, Table K.1
#design check certificates 13.7.5 Note 3, 13.10.1
#temporary works supervisors 5.1.4.5,
5.1.5.1, Figure 2d)
#out-of-straightness 20.3.2.5b), Figure 51b)
#freestanding structures 19.4.1.2, 19.4.2.4.3, 19.4.3.2, #scaffold
19.4.2.4.4
Figure 41, Figure 45, Table 23, Table 24
#steelwork 16.3.6
#lateral 19.2.9.1, 19.4.2.4.3, 19.4.3, Figure 44, K.6.1
Sub-consultants 3.48
#lateral restraint and 19.3.2
Sub-contractors 3.49
#minimum 19.2.9.1
#appointment 5.1.4.5, Figure 2d)
#node points 19.2.9.2
#co-ordination of own temporary works
#positional 19.4.5
5.1.5, Figure 3a)
#slopes 18.1.2
#managing sub-contractors 5.1.5.2
#see also Overturn
#procedures 6.1.1.2
Standard members 3.45
#temporary works co-ordinators 5.1.1.13, 5.1.2i),
Standard solutions 10.8, 13.4.1-13.4.3, 13.10, 19.1.4.1 5.1.5.1, 5.1.5.2
#users9 responsibilities 13.10.3
Supervision, work on site 5.1.1.9, 14.1
Static friction 19.4.5.1, Figure 47
Suppliers
#coefficient of 19.4.5.1, Table 25
#designated individuals 10.2
Steelwork 16.3
#information provision 10.5, 10.6, 10.7, 16.9.3
#coefficient of linear expansion D.2
#procedures 6.1.1.2, 10.3
#design 13.3.9
#temporary works equipment 10.1
#floor centres 16.9.8
#verification of design information 10.4
#inspection and maintenance 20.7
#modulus of elasticity A.2
Suspended floors, design brief G.2
#permissible stresses 16.3.3, A.1, Table A.1, Table A.2
Sway 3.50, 19.3.3.3, 20.3.3, Figure 34, Figure 35
#tolerances 20.3.2.5
Temporary works
#points of reaction or concentrated loads Annex J
#welding/rectification 16.3.6
Symbols 4
#choice of solution 13.4
#control see Procedural control of temporary works
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