Result Verification for CSA A23.3-14 Reinforced Concrete Design Module
Information presented on this page is intended to demonstrate the section design convergence that can be achieved with SkyCiv’s Reinforced Concrete Design Software. All examples are taken from the Reinforced Concrete Design. A practical approach (authors Svetlana Brzev, Jhon Pao). Current manual consists description of algorithm of manual calculations.
Example 3.4: Singly reinforced rectangular section in bending
| Design Case | Manual | SkyCiv result | SkyCiv report |
|---|---|---|---|
| Design moment strength Mr, kN-m |
142.0 | 142.04 | View Report |
Example 3.5: Analysis of flanged section (stress block depth lies within the flange)
| Design Case | Manual | SkyCiv result | SkyCiv report |
|---|---|---|---|
| Design moment strength Mr, kN-m |
196.0 | 195.79 | View Report |
Example 3.7: Analysis of flanged section (stress block depth lies within the web)
| Design Case | Manual | SkyCiv result | SkyCiv report |
|---|---|---|---|
| Design moment strength Mr, kN-m |
994.0 | 998.66 | View Report |
Example 3.9: Analysis of doubly reinforced rectangular section
| Design Case | Manual | SkyCiv result | SkyCiv report |
|---|---|---|---|
| Design moment strength MRd, kN-m |
279.0 | 280.18 | View Report |
Example 4.7: Calculation of rebar stress in cracked section
| Design Case | Manual | SkyCiv result | SkyCiv report |
|---|---|---|---|
| Rebar stress fs, N/mm2 |
178.1 | 177.76 | View Report |
Example 6.1: Calculation of shear resistance
| Design Case | Manual | SkyCiv result | SkyCiv report |
|---|---|---|---|
| Shear resistance Vr, kN |
220.0 | 221.95 | View Report |
Example 8.4: M-N interaction diagram
| Design Case | Manual | SkyCiv result | SkyCiv report |
|---|---|---|---|
| MRd – NRd curve |  |
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View Report |
