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EN 1992-1-1 2004 - Use Limitations
Apr 21 2011
The following sections of EN 1992-1-1 2004 are not verified in any RC design module.
2.5 Design assisted by testing
2.7 Requirements for fastenings
3.1.5. Stress-strain relations for non-linear structural analysis
3.1.9 Confined concrete
3.2.6. Fatigue
3.3 Prestressing steel
3.4 Prestressing devices
5.6 Plastic analysis
5.7 Non-linear analysis
5.8.3.3 Global second order effects In buildings
5.8.6 General method
5.9 Lateral instability of slender beams
5.10 Prestressed members and structures
6.2.5 Shear at the interface between concretes cast at different times
6.3.3 Warping torsion
6.5 Design with strut and tie models
6.7 Partially loaded areas
8.7.3 Lap length
8.7.4 Transverse reinforcement in the lap zone
8.9 Bundled bars
8.10 Prestressing tendons
9.6 Walls
9.9 Regions with discontinuity in geometry or action
9.10 Tying systems
10 Additional rules for precast concrete elements and structures (except 10.9.6 Pocket foundations)
11 Lightweight aggregated concrete structures
12 Plain and lightly reinforced concrete structures
Annexes
F Reinforcement expressions for in-plane stress conditions
G.2 Piled foundations
H Global second order effects in structures
I Analysis of flat slabs and shear walls
J.2 Frame corners
J.3 Corbels.
