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CSA A23 Verification

Result Verification for CSA A23.3-14 Reinforced Concrete Design Module

CSA Manual

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 4.5: Calculation of deflection (immediate)

Design Case Manual SkyCiv result SkyCiv report
Deflection, mm 13.0 13.15 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 manual_mn skyciv_mn View Report

 

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