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eLibrary > 23/30443614 DC BS EN 1993-1-7. Eurocode 3. Design of steel structure - Part 1-7. Plate assemblies with elements under transverse loads >

23/30443614 DC BS EN 1993-1-7. Eurocode 3. Design of steel structure - Part 1-7. Plate assemblies with elements under transverse loads, 2023

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23/30443614 DC BS EN 1993-1-7. Eurocode 3. Design of steel structure - Part 1-7. Plate assemblies with elements under transverse loads, 2023

41_e_stf (13).pdf [Go to Page]
1 Scope [Go to Page]
1.1 Scope of prEN 1993-1-7
1.2 Assumptions
2 Normative references
3 Terms, definitions and symbols [Go to Page]
3.1 Terms and definitions [Go to Page]
3.1.1 Structural forms and geometry
3.1.2 Failure mechanisms
3.1.3 Actions
3.1.4 Terms for analysis treatments
3.2 Symbols
4 Basis of design [Go to Page]
4.1 General
4.2 Reliability management
4.3 Design values of geometrical data
4.4 Geometrical tolerances and geometrical imperfections
4.5 Durability
4.6 Verification by the partial factor method
5 Materials and geometry [Go to Page]
5.1 Material properties
6 Structural analysis [Go to Page]
6.1 Types of analysis [Go to Page]
6.1.1 General
6.1.2 Membrane and simple bending analysis (MSBA)
6.1.3 Linear elastic structural analysis (LA)
6.1.4 Linear elastic bifurcation analysis (LBA)
6.1.5 Geometrically nonlinear elastic analysis (GNA)
6.1.6 Materially nonlinear analysis (MNA)
6.1.7 Geometrically and materially nonlinear analysis (GMNA)
6.1.8 Geometrically and materially nonlinear analysis with imperfections included (GMNIA)
6.2 Modelling of a plate assembly [Go to Page]
6.2.1 General
6.2.2 Plate assembly
6.2.3 Treatment of individual plates or panels
6.2.4 Boundary conditions
6.2.5 Modelling of plate junctions
6.3 Modelling of actions and environmental influences
6.4 Simplified analysis methods for plate assemblies under general loads [Go to Page]
6.4.1 General
6.4.2 Pyramidal assemblies
6.5 Analysis of individual plates or panels [Go to Page]
6.5.1 General
6.5.2 Analysis of unstiffened plates or panels
6.5.3 Analysis of uni-directionally stiffened plate or panels
6.5.4 Analysis of bi-directionally stiffened plates or panels
6.6 Analysis by computational modelling
7 Ultimate limit states for plate assemblies [Go to Page]
7.1 General
7.2 Plastic failure limit state (LS1)
7.3 Cyclic plasticity limit state (LS2)
7.4 Buckling limit state (LS3)
7.5 Fatigue limit state (LS4)
8 Ultimate limit state design of unstiffened plates [Go to Page]
8.1 General
8.2 Plastic failure limit state (LS1) [Go to Page]
8.2.1 General
8.2.2 Design values of resistance
8.2.3 Stress-based design
8.2.4 Simple design for one-way bending
8.2.5 Design using standard elastic formulae
8.2.6 Design using standard plastic formulae
8.2.7 Design using global computational analysis [Go to Page]
8.2.7.1 Linear-elastic global computational analysis
8.2.7.2 Nonlinear global computational analysis
8.3 Cyclic plasticity limit state (LS2) [Go to Page]
8.3.1 General
8.3.2 Stress-based design
8.3.3 Design using global computational analysis – accumulated strains
8.4 Buckling limit state (LS3) [Go to Page]
8.4.1 General
8.4.2 Design using buckling formulae
8.4.3 Design by global computational analysis
8.5 Fatigue limit state (LS4)
9 Ultimate limit state design of uni-directionally stiffened plates [Go to Page]
9.1 General
9.2 Plastic failure limit state (LS1) [Go to Page]
9.2.1 Stress-based design
9.2.2 Design using global computational analysis [Go to Page]
9.2.2.1 Linear-elastic global computational analysis
9.2.2.2 Nonlinear global computational analysis
9.3 Cyclic plasticity limit state (LS2)
9.4 Buckling limit state (LS3) [Go to Page]
9.4.1 General
9.4.2 Design of the stiffener and adjacent plate using buckling formulae
9.4.3 Design of the stiffener and adjacent plate using computational analysis
9.5 Fatigue limit state (LS4)
10 Ultimate limit state design of bi-directionally stiffened plates [Go to Page]
10.1 General
10.2 Stress-based design
10.3 Design using computational analysis
Annex A (informative) Membrane and simple elastic bending analysis stress resultants in plates and plate assemblies [Go to Page]
A.1 Use of this Annex
A.2 Scope and field of application
A.3 Symbols
A.4 Simplified treatment
A.5 Simple formulae for SMBT treatment of a rectangular plate assembly
A.6 Simple formulae for SMBT treatment of pyramidal hopper plate assemblies
Annex B (informative) Formulae for linear elastic stresses in unstiffened rectangular plates from small deflection theory [Go to Page]
B.1 Use of this Annex
B.2 Scope and field of application
B.3 Symbols
B.4 Characterization of stresses
B.5 Rectangular plates under uniform pressure [Go to Page]
B.5.1 Boundary conditions
B.5.2 Stress descriptors
B.5.3 Stresses for SCA: FFFF
B.5.4 Stresses for SCB: SSSS
B.5.5 Stresses for SCC: FFFS
B.5.6 Stresses for SCD: SFFS
B.6 Trapezoidal and triangular plates under uniformly distributed pressure [Go to Page]
B.6.1 General
B.6.2 Boundary conditions
B.6.3 Stress descriptors
B.6.4 Stresses for SCA: FFFF
B.6.5 Stresses for SCB: SSSS
B.7 Rectangular plates under linearly varying pressure from the top to the bottom [Go to Page]
B.7.1 General
B.7.2 Boundary conditions
B.7.3 Stress descriptors
B.7.4 Stresses for SCA: FFFF
B.7.5 Stresses for SCB: SSSS
B.7.6 Stresses for SCC: FFFS
B.7.7 Stresses for SCD: SFFS
Annex C (informative) Formulae for the plastic reference resistances of unstiffened individual plates and plate assemblies [Go to Page]
C.1 Use of this Annex
C.2 Scope and field of application
C.3 General [Go to Page]
C.3.1 Geometries of individual plates
C.3.2 Load conditions covered in this Annex
C.3.3 Boundary conditions for individual plates
C.4 Rectangular plates under uniform pressure [Go to Page]
C.4.1 Geometry and loading
C.4.2 Plastic reference resistances under uniform pressure
C.5 Rectangular plates under linear variation of pressure [Go to Page]
C.5.1 General
C.5.2 Plastic reference resistances under linear pressure variation
C.6 Rectangular plates under Janssen pressure variation [Go to Page]
C.6.1 General
C.6.2 Plastic reference resistances under Janssen pressure variation [Go to Page]

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23/30443614 DC BS EN 1993-1-7. Eurocode 3. Design of steel structure - Part 1-7. Plate assemblies with elements under transverse loads, 2023

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