Example: CA Steel Columns
For CA Steel Columns, the following sections are needed:- Pure Axial Compression Capacity
- Slenderness Classification
- Local Buckling Effects
- Bending Capacity
- Combined Axial Compression and Bending Interaction
- Lateral Torsional Buckling
Workflow
For each respective section, there should be an assigned sprint ticket. When completing the sprint ticket, you should only work within that specific section. When the section is complete, it should include:- All relevant equations
- Checks
- Units
- Visibility statements
- References
Benefits of This Process
This process makes it:- Easy to review and validate
- Easy to keep track of template development progress
- Easy to fix errors and bugs