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Clearly label which version of the building code the spreadsheet follows. Conclusion
| Cell | Column A (Label) | Column B (Input Value) | Column C (Unit) | Notes | | :--- | :--- | :--- | :--- | :--- | | | MATERIAL PROPERTIES | | | | | 5 | Concrete Strength ($f'c$) | 4000 | psi | | | 6 | Steel Yield Strength ($fy$) | 60000 | psi | | | 7 | Concrete Unit Weight | 150 | pcf | | | 9 | BEAM GEOMETRY | | | | | 10 | Width ($b$) | 12 | in | | | 11 | Total Depth ($h$) | 24 | in | | | 12 | Cover to Stirrup | 1.5 | in | | | 13 | Stirrup Diameter | 0.5 | in | (0.5" for #4 bar) | | 14 | Main Bar Diameter (Est.) | 1 | in | (1" for #8 bar) | | 16 | LOADING | | | | | 17 | Factored Moment ($Mu$) | 200 | k-ft | Input the ultimate moment | Clearly label which version of the building code
Look for tools that allow you to select bar diameters (e.g., #4, #5 or 12mm, 16mm) and automatically calculate the spacing and provided Ascap A sub s Common Types of RC Design Spreadsheets #5 or 12mm
Features interaction diagrams (P-M charts) for axial load and bending. Clearly label which version of the building code