BS 5975 2019 Extract - Flipbook - Page 80
BRITISH STANDARD
BS 5975:2019
Flooding 17.5.2.1
#forces applied to falsework H.7, Figure H.4
#foundations 19.6.3, 19.6.4
#partially braced 19.4.2.4.3, Figure 42
Flange bracing 19.5
#fully braced 19.3.2.2, Figure 23, Figure 37
#ground water level modification factor
18.5.3, Table 20
#stability 19.4.1.2, 19.4.2.4.3, 19.4.3.2, Figure 41,
Figure 45, Table 23, Table 24
Flowing water 17.5.2.1, 17.5.2.2
#support of sloping soffits H.2
Folding wedges 3.56 Note, 20.3.5
Fully braced structures 19.1.4.5
Force coefficient
#analysis of structure 19.3.1
#edge formwork 17.5.1.15.4
#continuous Figure 22a)
Floor centres 3.24, 16.9.8
Frictional restraint 19.4.5.1, 19.6.1, Figure 47
#after placement of concrete 17.5.1.15.6
#clear span falsework systems 19.7.1
#falsework 17.5.1.12, Table 17
#freestanding 19.3.2.2, Figure 23, Figure 37
Formwork 3.26
#stability Table 23
#single bay Figure 22b)
Forkheads 3.25, 19.7.7, 20.3.2.2, 20.3.4
#application of loads 20.5
#top and bottom jack bracing 19.4.1.4, Figure
37, Figure 38
#connected to existing structure H.8.2, Figure H.5
Girders
#concrete pressure forces 17.4.2, 19.2.6
#plate action 19.3.2.4, Figures 25-32
#towers 16.9.5, 19.1.4.3, Figure 20
Foundations 18, 19.6
#bracing 16.9.10, 19.5, Figure 49, K.6.2
#compacted fill material 18.9
#lateral stability K.6.1
#wind forces 17.5.1.15, Figure 12, Figure 13
#clear span falsework systems 19.7.1
#lattice 19.5
#depth 18.1.3
#restraint K.6.1-K.6.3, Figure K.2, Figure K.3
#multi-storey construction 19.3.4
#spanning 14.2.2.3, 16.9.10
#permanent works 19.6.2
Grade stress 3.28
#piles 18.10, 19.6.3, 19.6.4
Grading timber
#protection 18.11
#not stress graded 16.4.3
#settlement 18.5.2, 19.6.2
#stress graded 16.4.1.1-16.4.1.4
#site investigation 18.2, Annex F
#used timber 16.4.4
#sloping 19.6.3, Figure 48
#wet grade stresses 16.4.2.1-16.4.2.4, Table 3
#in watercourses 19.6.4
Gravels 18.6
Frames 3.27, 16.9.5, 20.3.7
#partially braced 19.4.2.4.2, 19.4.2.4.3, Figure
40, Figure 42
Ground conditions 18, F.3, F.4
Freestanding structures 19.1.4.5
Ground support 19.6.3
#wind loading 17.5.1.12, 17.5.1.13, Table 17
#cantilevers 19.4.2.4.3, 19.4.2.4.4
#design reliance 13.5.4
#modification factors 18.5.1
Ground water level 18.5.3, Table 20, F.4b)
#effects of eccentricity and sway 19.3.3.3.3, Figure 35
Hardwood 16.4.1.1, 16.4.1.3, Table 6
© THE BRITISH STANDARDS INSTITUTION 2019 3 ALL RIGHTS RESERVED#229
