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EN 1992-1-1:2004 Design Code Verification



EN 2 Manual

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

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

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

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

Example 4.10: M-N interaction diagram for non-symmetrical section

Design Case SkyCiv Report
MRd - NRd curve
P-M curve

Example 6.2: Calculation of deflection (long-term)

Design Case Manual SkyCiv Result SkyCiv Report
Deflection, mm 37.8 37.26

Example 6.4: Calculation of flexural crack width

Design Case Manual SkyCiv Result SkyCiv Report
Crack width wk, mm 0.3 0.29

Learn more about this SkyCiv Reinforced Concrete Design software by visiting the specific design code page for Eurocode 2