BS 5975 2019 Extract - Flipbook - Page 81
BS 5975:2019
Head plates 19.7.7
Hold points 3.29, 14.1.2 Note 2, 14.1.4
BRITISH STANDARD
#equipment Annex C
#final 14.1.8
Horizontal forces 19.2.5
#items to be checked 20.4.2
#concrete 17.4.2, 19.3.2.5, Figure 33
#supplier information provision 10.7
Horizontal falsework 19.7.4
#design checks 19.4.1.1
#erection tolerances 19.2.4
#individual towers 19.3.3.4, Figure 36
#materials and components 16.2.2, 20.7
#timing 20.4.1
#work on site 14.1
Interfaces
I beams
#organizational 9.1
#dimensions Figure A.1
#risk 6.1.3.4
Householders 7.4.2
#shear stress A.1e)2), A.1e)3)
Ice 17.5.4, D.7b)
Impact forces 19.2.8
#procedures 5.1.1.8, 6.1.1.5
ITP see Inspection and test plans
Jack bracing, top and bottom 19.4.1.4, Figure
37, Figure 38
#permanent works 17.4.2
Joint pins 3.31
#suspended loads 17.4.3.4d)
Joists 3.32
#traffic 17.4.3.3
Implementation plans 14.1.2-14.1.5
Kentledge 3.33, 19.4.4.1
Implementation risks 6.1.3.2-6.1.3.5, 9.4.3, Table 1
Lacing 3.34, 20.3.6
Imposed loads 17.2, 17.4
#concrete spillage D.7c)
#river debris 17.5.2.3, 19.6.4
#construction operations 17.4.3, 19.4.4.4
#permanent works 17.4.2
#plant/construction vehicles 17.4.3.4
#working areas 17.4.3.1
In situ concrete 19.6.3
#application of loads 16.5.6, 17.4.3.1, 20.5
#arches 19.7.3, H.9
Inclination of column from vertical
20.3.2.5a), Figure 51a)
Inclined bracing
#clear span falsework systems 19.7.1
#lateral restraint 19.1.4.5, 19.4.3.2
Independent towers 19.7.2
Individual support members 19.1.4.2, Figure 18
Inspection and test plans (ITPs) 3.30, 14.1.2 Note 2
Inspections
Joint restraint 19.4.2.4.4
#rolled steel (RSJs) 16.3.2
#freestanding structures 19.4.3.2
#independent towers in groups 19.7.2
#notional lateral forces 19.2.9.2
Large/complex projects, splitting 5.1.4.6, Figure 2e)
Lateral restraint 19.3.2, K.6
#by friction 19.4.5.1, 19.4.5.3, 19.6.1, Figure 47
#by mechanical connection 19.4.5.2, 19.4.5.3
#freestanding structures 19.3.2.2, Figure 23
#intermediate lateral K.3.1
#top restrained structures 19.3.2.3, Figure 24
Lateral stability 19.2.9.1, 19.4.2.4.3, 19.4.3,
Figure 44, K.6.1
Lattice girders 19.5
Lead designers 8.4.2
Lightweight concrete D.4.3, Table D.3
Limit state design 13.3.8, 13.5.1 Note 1
230#© THE BRITISH STANDARDS INSTITUTION 2019 3 ALL RIGHTS RESERVED
