{"id":217626,"date":"2024-10-19T14:06:58","date_gmt":"2024-10-19T14:06:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-5400-22006\/"},"modified":"2024-10-25T07:16:03","modified_gmt":"2024-10-25T07:16:03","slug":"bs-5400-22006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-5400-22006\/","title":{"rendered":"BS 5400-2:2006"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nBRITISH STANDARD <\/td>\n<\/tr>\n
2<\/td>\nCommittees responsible for this British Standard <\/td>\n<\/tr>\n
3<\/td>\nContents <\/td>\n<\/tr>\n
9<\/td>\n1 Scope
1.1 General
1.2 Documents comprising this British Standard
1.3 Loads and factors specified in this Part of BS 5400
1.4 Wind and temperature
2 Normative references
3 Principles, definitions and symbols
Principles
Terms and definitions
loads
dead load
superimposed dead load <\/td>\n<\/tr>\n
10<\/td>\nlive loads
adverse and relieving areas and effects
total effects
dispersal
distribution
highway carriageway and lanes <\/td>\n<\/tr>\n
11<\/td>\nHighway carriageway and traffic lanes <\/td>\n<\/tr>\n
12<\/td>\nHighway carriageway and traffic lanes
Bridge components <\/td>\n<\/tr>\n
13<\/td>\nSymbols <\/td>\n<\/tr>\n
15<\/td>\n4 Loads – General
4.1 Loads and factors specified
4.2 Loads to be considered
4.3 Classification of loads <\/td>\n<\/tr>\n
16<\/td>\nLoads to be taken in each combination with appropriate \u00e6fL <\/td>\n<\/tr>\n
17<\/td>\nLoads to be taken in each combination with appropriate \u00e6fL <\/td>\n<\/tr>\n
18<\/td>\n4.4 Combination of loads
4.5 Application of loads <\/td>\n<\/tr>\n
19<\/td>\n4.6 Overturning
4.7 Foundation pressures, sliding on foundations, loads on piles, etc.
5 Loads applicable to all bridges
5.1 Dead load <\/td>\n<\/tr>\n
20<\/td>\n5.2 Superimposed dead load <\/td>\n<\/tr>\n
21<\/td>\n5.3 Wind loads <\/td>\n<\/tr>\n
22<\/td>\nBasic wind speed Vb in m\/s (copyright BRE) <\/td>\n<\/tr>\n
23<\/td>\nValues of direction factor Sd <\/td>\n<\/tr>\n
25<\/td>\nDefinition of significant topography <\/td>\n<\/tr>\n
26<\/td>\nValues of terrain and bridge factor Sb\u00bd, hourly speed factor S
Values of terrain and bridge factor S <\/td>\n<\/tr>\n
27<\/td>\nGust speed reduction factor Tg for bridges in towns
Hourly mean reduction factor Tc for bridges in towns <\/td>\n<\/tr>\n
31<\/td>\nTypical superstructures to which Figure 5 applies; those that require wind tunnel tests and depth d to be used for deriving A1 and CD <\/td>\n<\/tr>\n
32<\/td>\nTypical superstructures to which Figure 5 applies; those that require wind tunnel tests and depth d to be used for deriving A1 and CD <\/td>\n<\/tr>\n
33<\/td>\nDrag coefficient CD for superstructures with solid elevation <\/td>\n<\/tr>\n
34<\/td>\nDrag coefficient CD for a single truss
Shielding factor \u00bd <\/td>\n<\/tr>\n
35<\/td>\nDrag coefficient CD for parapets and safety fences <\/td>\n<\/tr>\n
36<\/td>\nDrag coefficient CD for piers <\/td>\n<\/tr>\n
38<\/td>\nLift coefficient CL <\/td>\n<\/tr>\n
39<\/td>\n5.4 Temperature <\/td>\n<\/tr>\n
40<\/td>\nIsotherm of minimum shade air temperature (in \u00b0C) <\/td>\n<\/tr>\n
41<\/td>\nIsotherms of maximum shade air temperature (in \u00b0C) <\/td>\n<\/tr>\n
43<\/td>\nMinimum effective bridge temperature <\/td>\n<\/tr>\n
44<\/td>\nMaximum effective bridge temperature
Adjustment to effective bridge temperature for deck surfacing <\/td>\n<\/tr>\n
45<\/td>\nTemperature difference for different types of construction <\/td>\n<\/tr>\n
46<\/td>\nTemperature difference for different types of construction (continued) <\/td>\n<\/tr>\n
48<\/td>\n5.5 Effects of shrinkage and creep, residual stresses, etc.
5.6 Differential settlement
5.7 Exceptional loads <\/td>\n<\/tr>\n
49<\/td>\n5.8 Earth pressure on retaining structures
5.9 Erection loads <\/td>\n<\/tr>\n
50<\/td>\n6 Highway bridge live loads
6.1 General <\/td>\n<\/tr>\n
51<\/td>\n6.2 Type HA loading
Loading curve HA UDL (not to scale) <\/td>\n<\/tr>\n
52<\/td>\nType HA uniformly distributed load <\/td>\n<\/tr>\n
53<\/td>\nBase lengths for highly cusped influence lines <\/td>\n<\/tr>\n
54<\/td>\n6.3 Type HB loading
Dimensions of HB vehicle <\/td>\n<\/tr>\n
55<\/td>\n6.4 Application of types HA and HB loading <\/td>\n<\/tr>\n
56<\/td>\nHA lane factors <\/td>\n<\/tr>\n
57<\/td>\n6.5 Standard footway and cycle track loading <\/td>\n<\/tr>\n
58<\/td>\nType HA and HB highway loading in combination <\/td>\n<\/tr>\n
60<\/td>\n6.6 Accidental loading
Accidental wheel loading <\/td>\n<\/tr>\n
61<\/td>\n6.7 Loads due to vehicle collision with parapets <\/td>\n<\/tr>\n
62<\/td>\n6.8 Vehicle collision loads on bridge supports and superstructures over highways <\/td>\n<\/tr>\n
63<\/td>\nCollision loads on supports of bridges over highways
6.9 Centrifugal loads <\/td>\n<\/tr>\n
64<\/td>\n6.10 Longitudinal load
6.11 Accidental load due to skidding <\/td>\n<\/tr>\n
65<\/td>\n6.12 Loading for fatigue investigations
6.13 Dynamic loading on highway bridges
7 Foot\/cycle track bridge live loads
7.1 Standard foot\/cycle track bridge loading <\/td>\n<\/tr>\n
66<\/td>\n7.2 Vehicle collision loads on foot\/cycle track bridge supports and superstructures over highways
7.3 Vibration serviceability
8 Railway bridge live loads
8.1 General
8.2 Nominal loads <\/td>\n<\/tr>\n
67<\/td>\nType RU loading and Type SW\/0 loading
Type RL loading
Dynamic factors for type RU loading <\/td>\n<\/tr>\n
68<\/td>\nDimension L used in calculating the dynamic factor for RU loading <\/td>\n<\/tr>\n
70<\/td>\n8.3 Load combinations <\/td>\n<\/tr>\n
71<\/td>\nNominal longitudinal loads
8.4 Design loads
8.5 Derailment loads <\/td>\n<\/tr>\n
72<\/td>\n8.6 Collision load on supports and superstructures of bridges over railways
8.7 Loading for fatigue investigations
8.8 Deformation requirements
8.9 Footway and cycle track loading on railway bridges <\/td>\n<\/tr>\n
73<\/td>\n(normative) Basis of HA and HB highway loading
(normative) Basis of HA and HB highway loading
Historical background to highway loading
Design of highway structures subject to abnormal indivisible loads (AIL) <\/td>\n<\/tr>\n
74<\/td>\n(normative) Vibration serviceability requirements for foot and cycle track bridges
(normative) Vibration serviceability requirements for foot and cycle track bridges
General
Simplified method for deriving maximum vertical acceleration
Modulus of elasticity
Second moment of area
Fundamental natural frequency f <\/td>\n<\/tr>\n
75<\/td>\nConfiguration factor C
Static deflection y
Configuration factor K
Configuration factor K <\/td>\n<\/tr>\n
76<\/td>\nDynamic response factor \u201d
Logarithmic decrement of decay of vibration \u00b8
General method for deriving maximum vertical acceleration
Damage from forced vibration <\/td>\n<\/tr>\n
77<\/td>\nDynamic response factor \u201d <\/td>\n<\/tr>\n
78<\/td>\n(normative) Temperature differences T for various surfacing depths
(normative) Temperature differences T for various surfacing depths
Values of T for group 1
Values of T for group 2
Values of T for group 3 <\/td>\n<\/tr>\n
79<\/td>\nValues of <\/td>\n<\/tr>\n
80<\/td>\n(normative) Derivation of RU and RL railway loadings
(normative) Derivation of RU and RL railway loadings
RU loading <\/td>\n<\/tr>\n
81<\/td>\nWagons and locomotives covered by RU loading <\/td>\n<\/tr>\n
82<\/td>\nWorks trains vehicles covered by RL loading <\/td>\n<\/tr>\n
83<\/td>\nPassenger vehicles covered by RL loading <\/td>\n<\/tr>\n
84<\/td>\nPassenger vehicles covered by RL loading <\/td>\n<\/tr>\n
85<\/td>\nRL Loading <\/td>\n<\/tr>\n
86<\/td>\nUse of Table D.1, Table D.2, Table D.3 and Table D.4 when designing for RU loads
Simply supported main girders and rail bearers
Shear force determination
Cross girders loaded through simply supported rail bearers <\/td>\n<\/tr>\n
87<\/td>\nEquivalent uniformly distributed loads for bending moments for simply supported beams (static loading) under RU loading <\/td>\n<\/tr>\n
88<\/td>\nEnd shear forces for simply supported beams (static loading) under RU loading <\/td>\n<\/tr>\n
89<\/td>\nEquivalent uniformly distributed loads for bending moments for simply supported beams, including dynamic effects under RU loading <\/td>\n<\/tr>\n
90<\/td>\nEnd shear forces for simply supported beams, including dynamic effects, under RU loading <\/td>\n<\/tr>\n
91<\/td>\n(normative) Probability factor Sp and seasonal factor
(normative) Probability factor Sp and seasonal factor
Probability factor Sp
Seasonal factor S
Values of seasonal factor Ss <\/td>\n<\/tr>\n
92<\/td>\n(normative) Topographical factor Sh\u00bd
(normative) Topographical factor Sh\u00bd
General
Topgraphy significance
Altitude
Gust speeds
Hourly mean speeds
Topography features
General <\/td>\n<\/tr>\n
93<\/td>\nDerivation
Undulating terrain
Value of factor S
Values of Le and Sh <\/td>\n<\/tr>\n
94<\/td>\nDefinition of topographic dimensions
Topographic location factors for hills and ridges <\/td>\n<\/tr>\n
95<\/td>\nTopographic location factors for hills and ridges
Topographic location factors for cliffs and escarpments
Topographic location factors <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Steel, concrete and composite bridges – Specification for loads<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2006<\/td>\n98<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":217630,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-217626","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/217626","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/217630"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=217626"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=217626"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=217626"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}