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Eurocode 2 Verification

Verification of EN 1992-1-1:2004 Reinforced Concrete Design Modules (Beam and Columns)

 

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
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
P-M curve

 

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

 

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

 

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