{"id":223584,"date":"2024-10-19T14:31:19","date_gmt":"2024-10-19T14:31:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-6349-12000\/"},"modified":"2024-10-25T08:14:14","modified_gmt":"2024-10-25T08:14:14","slug":"bs-6349-12000","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-6349-12000\/","title":{"rendered":"BS 6349-1:2000"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nBRITISH STANDARD <\/td>\n<\/tr>\n
2<\/td>\nCommittees responsible for this British\ufffdStandard <\/td>\n<\/tr>\n
3<\/td>\nContents <\/td>\n<\/tr>\n
18<\/td>\n3 Definitions
3.1 Tides
3.1.1 semi diurnal tides
3.1.2 diurnal tides
3.1.3 range
3.1.4 spring tides
3.1.5 neap tides
3.1.6 mean high water springs (MHWS)
3.1.7 mean low water springs (MLWS)
3.1.8 mean high water neaps (MHWN)
3.1.9 mean low water neaps (MLWN)
3.1.10 mean sea level (MSL)
3.1.11 lowest astronomical tide (LAT)
3.1.12 highest astronomical tide (HAT) <\/td>\n<\/tr>\n
19<\/td>\n3.2 Ship tonnages
3.2.1 gross registered tonnage (GRT)
3.2.2 deadweight tonnage (DWT)
3.3 displacement
3.4 belting
3.5 Waves
3.5.1 wave height
3.5.2 wave period
3.5.3 wave length
3.5.4 phase velocity
3.5.5 wave diffraction
3.5.6 wave refraction
3.5.7 wave gradient
3.5.8 group velocity
3.5.9 significant wave height <\/td>\n<\/tr>\n
20<\/td>\n3.5.10 significant wave period
3.5.11 zero crossing period of primary waves
3.6 spectral density
3.7 design working life
3.8 return period
4 Symbols <\/td>\n<\/tr>\n
27<\/td>\nSection 2. Environmental considerations
5 General
5.1 Design parameters
5.2 Environmental impact
5.3 Scope
6 Survey control
6.1 General <\/td>\n<\/tr>\n
28<\/td>\n6.2 Level control
6.3 Location control <\/td>\n<\/tr>\n
29<\/td>\n7 Meteorology and climatology
7.1 General
7.2 Wind <\/td>\n<\/tr>\n
31<\/td>\n7.3 Precipitation
7.4 Air temperature and humidity
7.5 Visibility
7.6 Atmospheric pressure <\/td>\n<\/tr>\n
32<\/td>\n7.7 Solar radiation and hours of sunshine
8 Bathymetry
8.1 General
8.2 Echo sounder <\/td>\n<\/tr>\n
33<\/td>\n8.3 Side\ufffdscan sonar
8.4 Direct measurement
8.5 Spacing and direction of sounding profiles <\/td>\n<\/tr>\n
34<\/td>\n8.6 Wire sweep
8.7 Reduction of soundings
8.8 Coastal topography
9 Geological considerations
10 Water level
10.1 General <\/td>\n<\/tr>\n
35<\/td>\n10.2 Tidal predictions
10.3 Meteorological effects <\/td>\n<\/tr>\n
36<\/td>\n10.4 Tidal observations
10.5 Tidal analysis
11 Water movement
11.1 General
11.2 Measurement of currents <\/td>\n<\/tr>\n
39<\/td>\n11.3 Measurement of diffusion <\/td>\n<\/tr>\n
40<\/td>\n11.4 Presentation and analysis of field data
12 Waves
13 Water quality
13.1 General
13.2 Water temperature <\/td>\n<\/tr>\n
41<\/td>\n13.3 Chemistry
13.4 Turbidity
13.5 Marine life <\/td>\n<\/tr>\n
42<\/td>\n13.6 Pollution
14 Sediment transport
14.1 General
14.2 Sediment transport in currents <\/td>\n<\/tr>\n
44<\/td>\n14.3 Sediment transport with waves <\/td>\n<\/tr>\n
45<\/td>\n14.4 Accretion and scour
14.5 Bed\ufffdform migration
14.6 Models <\/td>\n<\/tr>\n
47<\/td>\nSection 3. Operational considerations
15 General
16 Design working life <\/td>\n<\/tr>\n
48<\/td>\n17 Ship data
17.1 General
17.2 Tonnage and displacement
17.3 Typical container ship and bulk carrier dimensions
18 Navigation in approach channels
18.1 General <\/td>\n<\/tr>\n
49<\/td>\n18.2 Studies <\/td>\n<\/tr>\n
50<\/td>\nFigure 1a Typical ship dimensions \u2014 Container ship \u2014 Approximate dimensions based on draught against DWT, a… <\/td>\n<\/tr>\n
51<\/td>\nFigure 1b) Typical ship dimensions \u2014 Container ship \u2014 Approximate dimensions based on draught against DWT, a… <\/td>\n<\/tr>\n
52<\/td>\nFigure 2 Typical ship dimensions \u2014 Bulk carrier <\/td>\n<\/tr>\n
53<\/td>\n18.3 Depth of channels
18.4 Width of channels <\/td>\n<\/tr>\n
54<\/td>\n18.5 Other operational aspects
19 Ship handling
19.1 Manoeuvring inside harbours <\/td>\n<\/tr>\n
55<\/td>\n19.2 Berthing
19.3 Mooring <\/td>\n<\/tr>\n
57<\/td>\nSection 4. Sea state
20 General
21 Wave characteristics
21.1 Wave forms <\/td>\n<\/tr>\n
58<\/td>\n21.2 Basic wave properties <\/td>\n<\/tr>\n
59<\/td>\nFigure 3a) Wave shoaling and estimation of wave height in the surf zone <\/td>\n<\/tr>\n
60<\/td>\nFigure 3b) Wave shoaling and estimation of wave height in the surf zone <\/td>\n<\/tr>\n
61<\/td>\nFigure 3c) Wave shoaling and estimation of wave height in the surf zone <\/td>\n<\/tr>\n
62<\/td>\nFigure 3d) Wave shoaling and estimation of wave height in the surf zone <\/td>\n<\/tr>\n
63<\/td>\nFigure 3e) Wave shoaling and estimation of wave height in the surf zone <\/td>\n<\/tr>\n
64<\/td>\nFigure 3f) Wave shoaling and estimation of wave height in the surf zone <\/td>\n<\/tr>\n
66<\/td>\n21.3 Sea state properties <\/td>\n<\/tr>\n
68<\/td>\nFigure 4 Relationship between design working life, return period and probability of wave heights exceeding… <\/td>\n<\/tr>\n
69<\/td>\n22 Offshore wave climate
22.1 Wave generation
22.2 Wave prediction <\/td>\n<\/tr>\n
71<\/td>\nFigure 5 Significant wave prediction chart \u2014 Fetch lengths up to 1 500 km <\/td>\n<\/tr>\n
72<\/td>\nFigure 6 Significant wave prediction chart \u2014 Fetch lengths from 200 km to 20 000 km <\/td>\n<\/tr>\n
73<\/td>\nFigure 7 JONSWAP wave spectrum <\/td>\n<\/tr>\n
74<\/td>\nFigure 8 Pierson\u2013Moskowitz wave spectrum <\/td>\n<\/tr>\n
77<\/td>\nFigure 9 Significant wave height and peak period for wave spectra <\/td>\n<\/tr>\n
78<\/td>\n22.3 Wave decay and swell
22.4 Extrapolation of offshore wave data
23 Shallow water effects
23.1 General
23.2 Refraction and shoaling <\/td>\n<\/tr>\n
79<\/td>\nFigure 10 Schematic diagram of wave refraction <\/td>\n<\/tr>\n
81<\/td>\n23.3 Channel effects
23.4 Bottom friction <\/td>\n<\/tr>\n
82<\/td>\nFigure 11 Wave height reduction factor for bottom friction <\/td>\n<\/tr>\n
83<\/td>\n23.5 Wave breaking
Figure 12 Breaker types <\/td>\n<\/tr>\n
85<\/td>\n24 Long waves
24.1 General <\/td>\n<\/tr>\n
86<\/td>\n24.2 Moving pressure fronts
24.3 Wave grouping effects
24.4 Tsunamis <\/td>\n<\/tr>\n
87<\/td>\n24.5 Conclusions
25 Storm surge
26 Wave recording and analysis
26.1 Existing data sources <\/td>\n<\/tr>\n
88<\/td>\n26.2 Site measurements <\/td>\n<\/tr>\n
89<\/td>\n26.3 Wave recorders <\/td>\n<\/tr>\n
90<\/td>\n26.4 Analysis of records
27 Extrapolation of wave data
27.1 General
27.2 Extrapolation to extreme wave conditions <\/td>\n<\/tr>\n
92<\/td>\n27.3 Extrapolation to individual maximum wave heights <\/td>\n<\/tr>\n
94<\/td>\nFigure 13 <\/td>\n<\/tr>\n
95<\/td>\n27.4 Extrapolation of wave periods
28 Effects of breakwaters and sea walls on sea states <\/td>\n<\/tr>\n
96<\/td>\nFigure 14 Run up on graded riprap <\/td>\n<\/tr>\n
97<\/td>\nFigure 15 Run up on rubble mound slope <\/td>\n<\/tr>\n
98<\/td>\n29 Harbour response
29.1 General
29.2 Wave diffraction for a flat seabed <\/td>\n<\/tr>\n
99<\/td>\nFigure 16a) Diffraction coefficients for breakwater gap of length B = one wave length, Pierson\u2013Moskowitz spec… <\/td>\n<\/tr>\n
100<\/td>\nFigure 16b) Diffraction coefficients for breakwater gap of length B = two wave lengths, Pierson\u2013Moskowitz spe… <\/td>\n<\/tr>\n
101<\/td>\nFigure 17a) Diffraction coefficients for island breakwater of length B = one wave length, Pierson\u2013Moskowitz s… <\/td>\n<\/tr>\n
102<\/td>\nFigure 17b) Diffraction coefficients for island breakwater of length B = two wave lengths, Pierson\u2013Moskowitz … <\/td>\n<\/tr>\n
103<\/td>\n29.3 Ray methods of wave diffraction and refraction <\/td>\n<\/tr>\n
104<\/td>\n29.4 Harbour resonance
29.5 Physical models <\/td>\n<\/tr>\n
105<\/td>\n29.6 Mathematical models <\/td>\n<\/tr>\n
106<\/td>\n30 Acceptable wave conditions for moored small vessels
30.1 General
Table 1 Acceptable wave heights in marinas and fishing harbours
30.2 Marinas
30.3 Fishing harbours
30.4 Lighterage <\/td>\n<\/tr>\n
107<\/td>\n31 Acceptable wave conditions for moored ships
31.1 General
31.2 Background information <\/td>\n<\/tr>\n
108<\/td>\n31.3 Methods for determining acceptable sea states <\/td>\n<\/tr>\n
109<\/td>\nFigure 18 The six degrees of freedom of vessel movement <\/td>\n<\/tr>\n
111<\/td>\n31.4 Acceptable ship movements
Table 2 Guidance on maximum velocity criteria for safe mooring conditions <\/td>\n<\/tr>\n
112<\/td>\n31.5 Downtime
Table 3 Guidance on maximum motion criteria for safe working conditions <\/td>\n<\/tr>\n
113<\/td>\nSection 5. Loads, movements and vibrations
32 General
32.1 Basic loads
32.2 Dynamic response
Table 4 Typical frequencies of environmental forces
32.3 Spectral loading <\/td>\n<\/tr>\n
114<\/td>\n32.4 Fatigue
33 Soil pressures
34 Winds
35 Snow and ice <\/td>\n<\/tr>\n
115<\/td>\n36 Temperature variations
Table 5 Effective temperature range for maritime structure decks in British coastal waters
37 Tides and water level variations
38 Currents
38.1 General <\/td>\n<\/tr>\n
116<\/td>\n38.2 Steady drag force <\/td>\n<\/tr>\n
117<\/td>\nFigure 19 Drag force coefficient values for circular cylinders
Table 6 Modification factors for critical flow velocity
38.3 Flow induced oscillations <\/td>\n<\/tr>\n
119<\/td>\nFigure 20 Critical flow velocity for circular piles for in line oscillations <\/td>\n<\/tr>\n
120<\/td>\nTable 7 Drag and inertia force coefficients for common structural forms <\/td>\n<\/tr>\n
121<\/td>\n39 Waves
39.1 General
39.2 Fatigue analysis
39.3 Design wave parameters <\/td>\n<\/tr>\n
122<\/td>\n39.4 Wave forces <\/td>\n<\/tr>\n
123<\/td>\nFigure 21 Wave pressure distribution at reflective walls for non\ufffdbreaking waves <\/td>\n<\/tr>\n
124<\/td>\nFigure 22 Estimation of alpha values for calculation of wave pressure \u2014 Vertical\ufffddistribution of wave pressure <\/td>\n<\/tr>\n
126<\/td>\nFigure 23 Estimation of alpha values for calculation of wave pressure \u2014 Coefficient of wave pressure at sur… <\/td>\n<\/tr>\n
127<\/td>\nFigure 24 Estimation of alpha values for calculation of wave pressure \u2014 Coefficient of wave pressure at sur… <\/td>\n<\/tr>\n
128<\/td>\nFigure 25 Estimation of alpha values for calculation of wave pressure \u2014 Ratio between wave pressures at sur… <\/td>\n<\/tr>\n
131<\/td>\n40 Earthquakes
41 Berthing
41.1 General
41.2 Operational factors
41.3 Fendering <\/td>\n<\/tr>\n
132<\/td>\n41.4 Design of fendering
41.5 Assessment of berthing energy
42 Mooring
42.1 General
42.2 Evaluation of mooring loads <\/td>\n<\/tr>\n
133<\/td>\nTable 8 Nominal bollard and fairlead loadings for vessels up to 20 000 t displacement <\/td>\n<\/tr>\n
134<\/td>\nFigure 26 Current drag force coefficients, all ships, deep water case <\/td>\n<\/tr>\n
136<\/td>\nFigure 27 Envelope of wind force coefficients for dry cargo vessels and small tankers <\/td>\n<\/tr>\n
137<\/td>\nFigure 28 Wind force coefficients for very large tankers with supersturctures aft <\/td>\n<\/tr>\n
138<\/td>\nFigure 29 Wind force coefficients for typical container ship <\/td>\n<\/tr>\n
139<\/td>\nFigure 30 Water depth correction factors for lateral current forces <\/td>\n<\/tr>\n
140<\/td>\nFigure 31 Water depth correction factor for longitudinal current forces on container ships
Figure 32 Envelope of longitudinal force coefficients for VLCCs in shallow water <\/td>\n<\/tr>\n
141<\/td>\nFigure 33 Typical longitudinal projected areas of tankers <\/td>\n<\/tr>\n
142<\/td>\nFigure 34 Container ships: lengths and longitudinal projected areas
43 Docking and slipping
44 Cargo storage
44.1 General
44.2 Dry bulk stacks <\/td>\n<\/tr>\n
143<\/td>\nTable 9 Typical stacking heights
44.3 Containers
Table 10 Container loads expressed as uniformly distributed loads
44.4 Other loads <\/td>\n<\/tr>\n
144<\/td>\n45 Cargo handling and transport systems
45.1 General
45.2 Fixed and rail\ufffdmounted equipment <\/td>\n<\/tr>\n
145<\/td>\nFigure 35 Typical container crane dimensions <\/td>\n<\/tr>\n
146<\/td>\nFigure 36 Container crane bogie with alternative number of wheels <\/td>\n<\/tr>\n
147<\/td>\n45.3 Conveyors and pipelines
45.4 Rail traffic
45.5 Road traffic
45.6 Rubber\ufffdtyred port vehicles
Table 11 Equivalent uniformly distributed loading for rubber tyred port vehicles <\/td>\n<\/tr>\n
148<\/td>\nTable 12 FLT wheel loading: container handling duties
Table 13 Side loader jack reactions <\/td>\n<\/tr>\n
149<\/td>\nTable 14 Mobile crane outrigger reactions
Table 15 RT loading: axle loads and effective wheel pressures <\/td>\n<\/tr>\n
150<\/td>\nFigure 37 Dimensions of RT vehicle <\/td>\n<\/tr>\n
151<\/td>\nTable 16 Loading due to tracked cranes
46 Channelized loading in pavements and decks
Table 17 Typical throughputs for new cargo handling berths <\/td>\n<\/tr>\n
152<\/td>\n47 Movements and vibrations
47.1 General
47.2 Assessment of movements <\/td>\n<\/tr>\n
154<\/td>\nTable 18 Added mass of entrained water <\/td>\n<\/tr>\n
155<\/td>\nTable 18 (concluded) Added mass of entrained water <\/td>\n<\/tr>\n
157<\/td>\n47.3 Acceptability criteria <\/td>\n<\/tr>\n
159<\/td>\nSection 6. Geotechnical considerations
48 General
49 Site investigations
49.1 General
49.2 Existing data sources <\/td>\n<\/tr>\n
160<\/td>\n49.3 Site reconnaissance
49.4 Exploratory drilling, sampling and in situ testing <\/td>\n<\/tr>\n
161<\/td>\n49.5 Layout of boreholes and trial excavations
49.6 Depth of boreholes <\/td>\n<\/tr>\n
162<\/td>\nFigure 38 Location and depth of boreholes for piled wharf <\/td>\n<\/tr>\n
163<\/td>\nFigure 39 Depth of boreholes in relation to retained height of soil and width of quay wall
49.7 Groundwater investigations
49.8 Determination of earth pressure coefficient at rest
49.9 Detection of underground movements at depth <\/td>\n<\/tr>\n
164<\/td>\n49.10 Geophysical surveys
49.11 Field trials
49.12 Studies related to constructional materials <\/td>\n<\/tr>\n
165<\/td>\n50 Properties of the ground
50.1 Average properties for preliminary design
Table 19 Mobilized angle of friction <\/td>\n<\/tr>\n
166<\/td>\n50.2 Selection of parameters for working design <\/td>\n<\/tr>\n
167<\/td>\nFigure 40 Plane strain shear diagram for sand <\/td>\n<\/tr>\n
169<\/td>\nFigure 41 Plane strain shear diagram for normally consolidated clay <\/td>\n<\/tr>\n
170<\/td>\nFigure 42 Slab slide in rock <\/td>\n<\/tr>\n
171<\/td>\nFigure 43 Wedge failure in rock
Figure 44 Toppling failure in rock <\/td>\n<\/tr>\n
172<\/td>\nTable 20 Physical characteristics of soils and rocks <\/td>\n<\/tr>\n
173<\/td>\n51 Sheet piled structures
51.1 General
51.2 Design
51.3 Distribution of lateral earth pressure and earth resistance <\/td>\n<\/tr>\n
175<\/td>\nFigure 45 Cantilevered single wall sheet pile structure <\/td>\n<\/tr>\n
176<\/td>\nFigure 46 Anchored single wall sheet pile structure <\/td>\n<\/tr>\n
177<\/td>\nFigure 47 Distribution of earth pressure and earth resistance on cantilevered single wall sheet pile structure <\/td>\n<\/tr>\n
178<\/td>\nFigure 48 Distribution of earth pressure and earth resistance on anchored single wall sheet pile structure <\/td>\n<\/tr>\n
179<\/td>\nFigure 49 Double wall sheet pile structures \u2014 Sheet piles driven into soil below seabed
Figure 50 Double wall sheet pile structures \u2014 Sheet piles terminated on rock at seabed <\/td>\n<\/tr>\n
180<\/td>\nFigure 51 Active pressure distribution on anchored single wall structure where filling is placed before dre… <\/td>\n<\/tr>\n
181<\/td>\nFigure 52 Active pressure distribution on anchored single wall structure where filling is placed after dred… <\/td>\n<\/tr>\n
182<\/td>\nFigure 53 Distribution of active pressure and passive resistance for total stress conditions in normally a… <\/td>\n<\/tr>\n
183<\/td>\n51.4 Effects of surcharge <\/td>\n<\/tr>\n
184<\/td>\n51.5 Hydrostatic pressure distribution <\/td>\n<\/tr>\n
186<\/td>\nFigure 54 Hydrostatic pressure distribution on waterfront structures where soil is retained to full height … <\/td>\n<\/tr>\n
187<\/td>\nFigure 55 Hydrostatic pressure distribution on waterfront structure where the soil is embanked behind the s… <\/td>\n<\/tr>\n
188<\/td>\nFigure 56 Hydrostatic pressure behind waterfront structure backed by clay
Figure 57 Effects on hydrostatic and soil pressure distribution where seepage takes place beneath retaining… <\/td>\n<\/tr>\n
189<\/td>\n52 Gravity structures
52.1 General
52.2 Masonry and brickwork
52.3 Plain concrete walls
52.4 Concrete blockwork
52.5 Monoliths <\/td>\n<\/tr>\n
190<\/td>\n52.6 Caissons
53 Anchorage of structures
53.1 Function and location of anchorages <\/td>\n<\/tr>\n
191<\/td>\nFigure 58 Anchorage of lock or dry dock against hydrostatic uplift <\/td>\n<\/tr>\n
192<\/td>\n53.2 Methods of anchorage
Figure 59 Failure of vertical anchor tendon due to uplift of cone of soil or rock <\/td>\n<\/tr>\n
193<\/td>\nFigure 60 Modes of failure of anchor tendons in rock \u2014 Massively bedded rock
Figure 61 Modes of failure of anchor tendons in rock \u2014 Thinly bedded rock with horizontal or near horizonta… <\/td>\n<\/tr>\n
194<\/td>\n54 Slope stability and protection
54.1 Environmental factors <\/td>\n<\/tr>\n
195<\/td>\n54.2 Modes of failure
Figure 62 Types of slope failure \u2014 Rotational shear slide on circular sliding surface <\/td>\n<\/tr>\n
196<\/td>\nFigure 63 Types of slope failure \u2014 Three dimensional rotational slide
Figure 64 Types of slope failure \u2014 Non circular rotational slide <\/td>\n<\/tr>\n
197<\/td>\nFigure 65 Failure of embankment due to shear failure of supporting soil <\/td>\n<\/tr>\n
198<\/td>\nFigure 66 Compound slide <\/td>\n<\/tr>\n
199<\/td>\n54.3 Design considerations for slopes and embankments <\/td>\n<\/tr>\n
202<\/td>\nFigure 67 Embankment built in stages with core material protected by dumped stone <\/td>\n<\/tr>\n
203<\/td>\n54.4 Monitoring stability
54.5 Slope protection <\/td>\n<\/tr>\n
205<\/td>\nFigure 68 Slope protection by rock or concrete armouring backed by filter layer <\/td>\n<\/tr>\n
206<\/td>\n54.6 Maintenance of earthworks
54.7 Remedial works
55 Use of thixotropic liquids in excavations
55.1 Types of structure <\/td>\n<\/tr>\n
207<\/td>\n55.2 Lateral earth pressure and earth resistance
55.3 Design of excavations for support by bentonite mud <\/td>\n<\/tr>\n
208<\/td>\n55.4 Materials <\/td>\n<\/tr>\n
209<\/td>\nSection 7. Materials
56 General
57 Stone for armouring or protection works
57.1 General <\/td>\n<\/tr>\n
210<\/td>\n57.2 Tests of quality
57.3 Specification of size
58 Concrete
58.1 General <\/td>\n<\/tr>\n
211<\/td>\n58.2 Type of construction <\/td>\n<\/tr>\n
212<\/td>\n58.3 Durability from foundation soils, seawater and contaminants <\/td>\n<\/tr>\n
214<\/td>\nFigure 69 Schematic diagram of the chloride transport processes in a maritime structure <\/td>\n<\/tr>\n
216<\/td>\nFigure 70 Suggested severity ratings for chloride\ufffdinduced corrosion of reinforcement on a scale of\ufffd1\u201312\ufffd <\/td>\n<\/tr>\n
217<\/td>\n58.4 Specification for materials and workmanship <\/td>\n<\/tr>\n
218<\/td>\nTable 21 Cements <\/td>\n<\/tr>\n
219<\/td>\nTable 22 Limiting values for composition and properties of concrete classes with normal weight aggregates … <\/td>\n<\/tr>\n
220<\/td>\nTable 23 Limiting values for composition and properties of concrete classes with normal weight aggregates … <\/td>\n<\/tr>\n
222<\/td>\nTable 24 Limiting values for composition and properties of plain concrete with normal weight aggregates of… <\/td>\n<\/tr>\n
225<\/td>\n59 Structural steel and other metals
59.1 General <\/td>\n<\/tr>\n
226<\/td>\n59.2 Structural steel <\/td>\n<\/tr>\n
227<\/td>\nTable 25 Typical rates of corrosion for structural steels in temperate climates <\/td>\n<\/tr>\n
229<\/td>\n59.3 Aluminium and its alloys <\/td>\n<\/tr>\n
230<\/td>\n59.4 Other metals
60 Timber
60.1 General
60.2 Resistance to environmental hazards <\/td>\n<\/tr>\n
232<\/td>\n60.3 Functional suitability <\/td>\n<\/tr>\n
233<\/td>\n60.4 Fastenings
61 Piles
61.1 General
61.2 Bearing piles <\/td>\n<\/tr>\n
236<\/td>\n61.3 Sheet piles <\/td>\n<\/tr>\n
237<\/td>\n62 Pipes
62.1 General
63 Pavements
63.1 General <\/td>\n<\/tr>\n
238<\/td>\n64 Rails
64.1 General
64.2 Crane rails <\/td>\n<\/tr>\n
239<\/td>\n64.3 Adjustment of crane rails
64.4 Holding\ufffddown bolts
64.5 Rail clips
64.6 Heavy\ufffdduty crane rails
64.7 Bolted joints
65 Bituminous materials
65.1 General
65.2 Bituminous materials available <\/td>\n<\/tr>\n
240<\/td>\n65.3 Composition, mix design and application techniques <\/td>\n<\/tr>\n
242<\/td>\n65.4 Uses of bituminous materials
Table 26 Possible uses of bituminous materials in maritime protection works <\/td>\n<\/tr>\n
243<\/td>\n66 Protective measures
66.1 General <\/td>\n<\/tr>\n
244<\/td>\n66.2 Coating systems
66.3 Concrete protection
66.4 Monel\ufffd400\ufffdsheathing
66.5 Steel wear plates
66.6 Wrappings <\/td>\n<\/tr>\n
246<\/td>\n67 Maintenance
67.1 General
67.2 Records
67.3 Access <\/td>\n<\/tr>\n
247<\/td>\nAnnex A (informative) Physical properties of commonly sorted cargoes
(informative) Physical properties of commonly sorted cargoes
Table A.1 Typical dry bulk densities and angles of repose <\/td>\n<\/tr>\n
248<\/td>\nTable A.2 Typical stacked densities for common commodities <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Maritime structures – Code of practice for general criteria<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2003<\/td>\n254<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":223586,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[784,2641],"product_tag":[],"class_list":{"0":"post-223584","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-47-020-01","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/223584","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\/223586"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=223584"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=223584"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=223584"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}