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GSD Verification

SkyCiv General Section Designer Verification for RC Sections

EN 2 Manual

Information presented on this page is intended to demonstrate the section design convergence that can be achieved with SkyCiv.

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 4.5: Analysis of flanged section (stress block depth lies within the flange)

Design Case Manual SkyCiv result Manual / SkyCiv
Design moment strength M Rd, kN-m manual_example_44 gsd_example_44

249.0 / 249.25

0.1%

 

Example 4.7: Analysis of flanged section (stress block depth lies within the web)

Design Case Manual SkyCiv result Manual / SkyCiv
Design moment strength

M Rd, kN-m

manual_example_47 gsd_example_47

519.0 / 519.0

0%

 

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

Design Case Manual SkyCiv result
MRd – NRd curve manual_example_410 gsd_example_410

 

Example 4.11: M-N interaction diagram for a non-rectangular section

Design Case Manual SkyCiv result
MRd – NRd curve manual_example_411 gsd_example_411

 

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