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BSI 23/30443605 DC 2023

BSI 23/30443605 DC 2023

$24.66

Draft BS EN 1993-5. Eurocode 3. Design of steel structures – Part 5. Piling

Published By Publication Date Number of Pages
BSI 2023 129
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PDF Catalog

PDF Pages PDF Title
1 30443605-NC.pdf
3 41_e_stf (2).pdf
13 1 Scope
1.1 Scope of EN 19935
1.2 Assumptions
14 2 Normative references
15 3 Terms, definitions, symbols
3.1 Terms and definitions
3.1.1 Terms and definitions for piles
18 3.1.2 Terms and definitions relating to anchors, tension piles and waling
24 3.2 Symbols
3.2.1 General
25 3.2.2 Latin upper-case symbols
27 3.2.3 Latin lower-case symbols
28 3.2.4 Greek symbols
30 3.3 Convention for sheet pile axes
31 4 Basis of design
4.1.1 Basic requirements
32 4.1.2 Structural reliability and consequences of failure
4.1.3 Robustness
33 4.1.4 Design service life
4.1.5 Durability
4.1.6 Sustainability
4.2 Principles of limit state design
4.2.1 Design situations
4.2.2 Ultimate limit state criteria
34 4.2.3 Serviceability limit state criteria
35 4.3 Basic variables
4.3.1 Actions and environmental influences
36 4.3.2 Material and product properties and geometrical data
4.4 Verification by the partial factor method
4.4.1 Design values of actions
4.4.2 Design values of material properties
4.4.3 Design values of geometrical properties
4.4.4 Construction tolerances
4.4.5 Imperfections
4.5 Driveability
37 4.6 Design assisted by finite element analysis
4.6.1 General
4.6.2 Secondary elements
4.7 Design assisted by testing
38 4.8 Verification by observational method
4.9 Fatigue
5 Materials
5.1 General
5.2 Material properties for steel piles
5.2.1 Strength of bearing piles
39 5.2.2 Strength of hot rolled sheet piles
5.2.3 Strength of cold formed sheet piles
5.2.4 Strength of steel members used for combined walls
40 5.2.5 Ductility of steel piles
5.2.6 Fracture toughness of steel piles
41 5.3 Interlocks and connecting devices
5.4 Material properties for steel elements used for anchors and tension piles
5.4.1 General
5.4.2 Anchor tension elements
42 5.4.3 Ductility of anchors and tension piles
5.5 Material properties for steel members used for bracing
6 Durability
6.1 General
44 6.2 Durability requirements for piling
45 6.3 Durability requirements for anchors and tension piles
6.4 Corrosion rates for design
6.4.1 Corrosion rates for design in soil and water
47 6.4.2 Corrosion rates for design due to mechanical wearing
48 6.4.3 Corrosion due to stray currents
6.4.4 Corrosion rates for design in atmospheric environment
7 Structural analysis
7.1 Structural modelling
7.1.1 Modelling of the structure
7.1.2 Modelling of anchors, tension piles, walings, bracing and connections
49 7.2 Global analysis for ultimate limit state design checks
53 7.3 Imperfections
54 7.4 Methods of analysis considering material nonlinearities
7.5 Classification of cross-sections
7.5.1 Classification of U, Z and Ω sheet piles
55 7.5.2 Classification of other cross-sections
8 Ultimate limit state
8.1 General
56 8.2 Partial factors
8.3 Sheet piling
8.3.1 Bending resistance of sheet piling considering shear lag
59 8.3.2 Shear resistance of sheet piling
61 8.3.3 Resistance of sheet piling for combined bending, shear and axial force
62 8.3.4 Buckling of sheet piling in bending and axial compression
65 8.3.5 Local effects of water pressure
66 8.3.6 Concentrated load introduction
69 8.4 Bearing piles
8.4.1 General
8.4.2 Design methods and design considerations
70 8.4.3 Buckling of bearing piles
71 8.4.4 Verification of steel piles filled with concrete
8.5 High modulus walls
72 8.6 Jagged walls
8.7 Combined walls
8.7.1 General
8.7.2 Secondary elements
74 8.7.3 Connectors
8.7.4 Primary elements
75 8.8 H-piles used as primary elements
8.8.1 General
8.8.2 H-piles in axial compression and bending
77 8.8.3 Lateral torsional buckling of H-piles
80 8.8.4 Shear buckling of H-piles
8.8.5 The combined effect of member forces and flange bending
82 8.9 Tubular sections used as primary elements
8.9.1 General
83 8.9.2 Tubular piles in bending and shear
8.9.3 Tubular piles in axial compression and bending
8.9.4 Buckling of tubular piles
84 8.9.5 Effects of transverse loads
86 8.9.6 The combined effect of member forces and circumferential bending
87 8.9.7 The effect of circumferential deformation on member resistance
89 8.9.8 Flexibility and ductility of the tubular piles
90 8.10 Straight web steel sheet piles
8.10.1 General
91 8.10.2 Verification of junction piles
92 8.11 Anchors and tension piles
8.11.1 General
93 8.11.2 Design resistance of tension elements for anchors
95 8.11.3 Anchors and tension piles subject to proof testing
96 8.12 Walings and bracings
8.13 Connections
98 9 Serviceability limit state
9.1 Basis
9.2 Displacements of retaining walls
9.3 Displacements of bearing piles
99 9.4 Structural aspects of steel sheet piling
9.5 Anchors and tension piles
100 Annex A (normative)Cold formed and class 4 steel sheet piles
A.1 Use of this annex
A.2 Scope and field of application
A.3 General
A.3.1 Form of cold formed steel sheet piles
101 A.3.2 Terminology
A.4 Basis of design
A.4.1 Ultimate limit states
A.4.2 Serviceability limit states
A.5 Properties of materials and cross-sections
A.5.1 Material properties
102 A.5.2 Section properties
103 A.6 Local buckling
105 A.7 Resistance of cross-sections
A.7.1 General
106 A.7.2 Bending moment
A.7.3 Shear force
107 A.7.4 Local transverse forces
A.7.4.1 General
A.7.4.2 Webs subject to transverse compressive forces
A.7.4.3 Webs subject to transverse tensile forces
A.7.5 Combined shear force and bending moment
108 A.7.6 Combined bending moment and local transverse forces
A.7.7 Combined bending moment and axial force
A.7.8 Local transverse bending
109 A.8 Design by calculation
110 Annex B (normative)Testing of class 4 steel sheet piles
B.1 Use of this annex
B.2 Scope and field of application
B.3 General
111 B.4 Tests on material
B.5 Cross-sectional data based on testing
B.6 Single span beam test
112 B.7 Intermediate support test
113 B.8 Double span beam test
114 B.9 Evaluation of test results
B.9.1 General
B.9.2 Adjustment of test results
B.9.3 Characteristic values
B.9.4 Design values
115 Annex C (normative)Conditions for use of plastic analysis and elasto-plastic verification for sheet pile walls
C.1 Use of this annex
C.2 Scope and field of application
C.3 Type of analysis
C.3.1 General
C.3.2 Use of nonlinear behaviour for determination of the bending moment
116 C.4 Flexural capacity of cross sections
117 C.4.1 Determination of required rotational capacity
121 Annex D (normative)Reference resistance design formulas for class 3 and 4 manufactured tubular piles loaded in longitudinal bending
D.1 Use of this annex
D.2 Scope and field of application
122 D.3 Section resistance
D.4 Buckling strength verification
123 D.5 Buckling parameters
125 Annex E (normative)Properties of semi-compact sections
E.1 Scope and field of application
E.2 Section properties
126 Annex F (informative)Typical grades of reinforcing and prestressing steels used for tension elements
F.1 Use of this annex
F.2 Scope and field of application

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