ENV 1991-3:1995/AC:1998

Introduction
1 General
2 Classification of actions
3 Design situations and requirements
4 Road traffic actions and other actions specifically
    for highway bridges
5 Pedestrian, cycle and other actions specifically
    for footbridges
6 Railway traffic actions and other actions specifically
    for railway bridges
Annex F (normative) Basis for the fatigue assessment of
railway structures
Annex G (normative) Basis of design: supplementary clauses
to ENV 1991-1 for railway bridges including serviceability
criteria
Annex H (informative) Dynamic analysis where there is a risk
of resonance or excessive vibrations of railway structures:
basis of the supplementary calculations
Annex J (normative) Models for traffic loads in transient
situations
Annex S (informative) Additional guidance
Annex T (normative) Design documents
Annex X (normative) Summary of boxed values indicated in
ENV 1991-3:1995 and reference clause in this NAD
Annex Y (normative) Fatigue load models for highway bridges
Figures
4.5.1 - Locations of special vehicles
6.5.4.1(a) - Graph of relationship between track resistance
and relative movement for ballasted track
6.5.4.1(b) - Graph of relationship between track resistance
and relative movement for directly fastened track
6.4(a) - Characteristic values of actions +-q2k for class 90
power car passing under simple horizontal surfaces 4.5m and
5.0m above the track, compared with ENV 1991-3:1995, 6.6.3
F03.1 - Influence line shapes
H.1 - S1 and S2 for equal and symmetric groups of axle loads
H.2 - S1, S2, S3 and X for assymetric and unequal groups
of axle loads
Tables
4.5.1 - Partial factors on actions in the ultimate limit
state for highway bridges
4.5.2 - Partial factors on actions in the serviceability
limit state for highway bridges
4.5.3 - Combination and reduction factors for highway bridges
for the ultimate limit state
4.5.4 - Combination and reduction factors for highway bridges
for the serviceability limit state
4.5.5 - Adjustment factors aQ for axle loads for highway
bridges
4.5.6 - Adjustment factors aq for distributed loads for
highway bridges
4.5.7 - Factors on characteristic actions for combination of
actions for highway bridges (ULS)
4.5.8 - Factors on characteristic actions for characteristic
(rare) combination of actions for highway bridges (SLS)
4.5.9 - Factors on characteristic actions for infrequent
combination of actions for highway bridges (SLS)
4.5.10 - Factors on characteristic actions for frequent
combination of actions for highway bridges (SLS)
6.2(a) - Additional and amended values of determinant length
L
6.6(a) - Assessment of groups of traffic loads (characteristic
values of the multi-component actions)
F.3 - Light traffic mix
F.3.1 - Load spectra for heavy traffic mix, influence line 1,
giving number of cycles per year (in thousands) expressed as
proportion of load model 71 x Phi 2, PL71, for various influence
line lengths
F.3.2 - Load spectra for heavy traffic mix, influence line 2,
giving number of cycles per year (in thousands) expressed as
proportion of load model 71 x Phi2, PL71, for various
influence line lengths
F.3.3 - Load spectra for heavy traffic mix, influence line 3,
giving number of cycles per year (in thousands) expressed as
proportion of load mode 71 x Phi 2, PL71, for various
influence line lengths
F.3.4 - Load spectra for standard traffic mix, influence line
1, giving number of cycles per year (in thousands) expressed
as proportion of load model 71 x Phi 2, PL71, for various
influence line lengths
F.3.5 - Load spectra for standard traffic mix, influence line
2, giving number of cycles per year (in thousands) expressed
as proportion of load model 71 x Phi 2< PL71, for various
influence line lengths
F.3.6 - Load spectra for standard traffic mix, influence line
3, giving number of cycles per year (in thousands) expressed
as proportion of load model 71 x Phi 2, PL71, for various
influence line lengths
F.3.7 - Load spectra for light traffic mix, influence line 1,
giving number of cycles per year (in thousands) expressed as
proportion of load model 71 x Phi2, PL71, for various
influence line lengths
F.3.8 - Load spectra for light traffic mix, influence line 2,
giving number of cycles per year (in thousands) expressed as
proportion of load model 71 x Phi2, PL71, for various
influence line lengths
F.3.9 - Load spectra for light traffic mix, influence line
3, giving number of cycles per year (in thousands) expressed
as proportion of load model 71 x Phi2, PL71, for various
influence line lengths
G.1/2(a) - Numerical values for y and Psi factors for
persistant and transient situations (excluding accidental
situations)
G.1/2(b) - Numerical values for y and Psi factors for
accidental situations
X.1 - Boxed values indicated in ENV 1991-3:1995 and values
specified in this NAD
Y.1 - Typical traffic flow models for use on UK primary routes