EN 1992-1-1:2004 Design Code Verification

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 M_Rd, 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
M_Rd - N_Rd 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 w_k, mm	0.3	0.29

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