BS 5975 2019 Extract - Flipbook - Page 89
BS 5975:2019
BRITISH STANDARD
#sequence and order 14.2.2.2-14.2.2.4
#calculations 17.5.1, Annex L, Table L.1
Vehicle access 17.4.3.3
#effective areas 17.5.1.13
Uplift, soffits 17.5.1.15.3
Vertical diaphragm bracing 19.5
Vertical forces 19.2.2
#erection tolerances 19.2.4
#out-of-vertical by design 19.2.5, 19.5, H.7
Vertical movement 20.3.3
Vibration 17.4.3.4a), 18.8
Wane 16.4.2.5
Water
#forces 17.5.2, 19.2.7, Annex E
#ground water level 18.5.3, Table 20, F.4b)
#see also Flooding; Waves
Watercourse foundations 19.6.4
#clad falsework 17.5.1.18
#falsework 17.5.1.2-17.5.1.14, 17.5.1.17-17.5.1.18,
Annex L, Annex M
#formwork 17.5.1.15, Figure 12, Figure 13
#fundamental basic wind velocity 17.5.1.4, Figure 8
#maximum working wind 17.5.1.9, 17.5.1.10,
19.2.3.1, 19.2.3.3, 19.4.4.3
#peak velocity pressure 17.5.1.3, L.2, L.3.1, L.4.5, L.4.6
#on reinforcement 17.5.1.15.6, 17.5.1.16
#structures 50 m to 100 m 17.5.1.1, L.4.5
#structures >50 m L.4
#unclad falsework 17.5.1.10, 17.5.1.14, 17.5.1.17,
19.2.3.2, Figure 17, Annex M
Wind generated waves E.2
Wavelength E.1.7
Work on site 20
Waves
Working areas 17.4.3.1
#breaking E.2
#access to 17.4.3.3
#height E.1.6
#non-breaking E.2, E.3, Figure E.1
#wave forces 17.5.2.4, 19.2.7, Annex E
Working platforms, safe removal of falsework 19.1.1
Working wind 17.5.1.9, 17.5.1.10, 19.2.3.1,
19.2.3.3, 19.4.4.3
Web buckling 19.4.2.1, J.1, J.2a), Figure J.1
Workmanship 20.3
Web crushing 19.4.2.1, J.1, J.2b)
Young9s modulus see Modulus of elasticity
Web stiffeners J.1, J.2
Wedges 3.56
#criteria 20.3.5
#hardwood 16.4.1.3
Weights of materials 17.2, 17.3
Welds
#deterioration 16.8.7
#inspections 16.2.2
#repairs 16.3.6
Wet grade stresses, modification factors 16.4.2.1
Wind factor 17.5.1.3, L.3.9
Wind forces 19.2.3
#basic equations L.2, Table L.1
#beams and lattice girders 19.5
238#© THE BRITISH STANDARDS INSTITUTION 2019 3 ALL RIGHTS RESERVED
