Verification of EN 1992-1-1:2004 Reinforced Concrete Design Modules (Beam and Columns)
Information presented on this page is intended to demonstrate the section design convergence that can be achived with SkyCiv Eurocode 2 design software.
All examples are taken from the REINFORCED CONCRETE DESIGN TO EUROCODE 2, SIXTH EDITION (authors BILL MOSLEY, JOHN BUNGEY, RAY HULSE). Current manual consists description of algorithm of manual calculations.
Example 4.2: Single reinforced rectangular section in bending
| Design Case | Manual | SkyCiv Result | SkyCiv Report |
|---|---|---|---|
| Design moment strength MRd, kN-m | 284 | 284.70 | View |
Example 4.4: Analysis of doubly reinforced rectangular section
| Design Case | Manual | SkyCiv Result | SkyCiv Report |
|---|---|---|---|
| Design moment strength M Rd, kN-m |
443 | 445.24 | View |
Example 4.5: Analysis of flanged section (stress block depth lies within the flange)
| Design Case | Manual | SkyCiv Result | SkyCiv Report |
|---|---|---|---|
| Design moment strength M Rd, kN-m |
249 | 250.82 | View |
Example 4.7: Analysis of flanged section (stress block depth lies within the web)
| Design Case | Manual | SkyCiv Result | SkyCiv Report |
|---|---|---|---|
| Design moment strength M Rd, kN-m |
519 | 519.24 | View |
Example 4.10: M-N interaction diagram for non-symmetrical section
| Design Case | SkyCiv Report |
|---|---|
| MRd – NRd curve | View |
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|
Example 6.2: Calculation of deflection (long-term)
| Design Case | Manual | SkyCiv Result | SkyCiv Report |
|---|---|---|---|
| Deflection, mm | 37.8 | 37.26 | View |
Example 6.4: Calculation of flexural crack width
| Design Case | Manual | SkyCiv Result | SkyCiv Report |
|---|---|---|---|
| Crack width wk, mm | 0.3 | 0.29 | View |
