System and Loading (Dimensions in mm, Force in kN)
External Dimensions of Cross-Section in mm
Notional Flat Widths in mm
Effective Edge Stiffness
Determination of Spring Stiffness
Effective Stiffening of Cross-Section
Determination of Spring Stiffness
General Data
Calculation Parameters
Table 1.7 Notional Flat Widths | EN 1993-1-3
Table 1.8 Stiffeners
Table 1.9 Panels
Table 2.1 Load Cases
Table 3.1 Internal Forces
Effective Cross-Section Properties
General Data
Parameters of National Annex
Details, Cold-Formed Sections Tab
Details, Stability Tab
Figure 20 - Results
System and Loading (Dimensions in mm, Force in kN)
External Dimensions of Cross-Section in mm
Notional Flat Widths in mm
Effective Edge Stiffness
Determination of Spring Stiffness
Effective Stiffening of Cross-Section
Determination of Spring Stiffness
General Data
Calculation Parameters
Table 1.7 Notional Flat Widths | EN 1993-1-3
Table 1.8 Stiffeners
Table 1.9 Panels
Table 2.1 Load Cases
Table 3.1 Internal Forces
Effective Cross-Section Properties
General Data
Parameters of National Annex
Details, Cold-Formed Sections Tab
Details, Stability Tab
Figure 20 - Results
2024-05-30
008649

System and Loading (Dimensions in mm, Force in kN)

Used in
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External Dimensions of Cross-Section in mm
Used in
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Notional Flat Widths in mm
Used in
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Effective Edge Stiffness
Used in
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Determination of Spring Stiffness
Used in
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Effective Stiffening of Cross-Section
Used in
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Determination of Spring Stiffness
Used in
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General Data
Used in
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Calculation Parameters
Used in
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Table 1.7 Notional Flat Widths | EN 1993-1-3
Used in
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Table 1.8 Stiffeners
Used in
3D Model
More About 3D Model
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Table 1.9 Panels
Used in
3D Model
More About 3D Model
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Table 2.1 Load Cases
Used in
3D Model
More About 3D Model
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008661
Table 3.1 Internal Forces
Used in
3D Model
More About 3D Model
2024-05-30
008662
Effective Cross-Section Properties
Used in
3D Model
More About 3D Model
2024-05-30
008663
General Data
Used in
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Parameters of National Annex
Used in
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Details, Cold-Formed Sections Tab
Used in
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Details, Stability Tab
Used in
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Figure 20 - Results
Used in