Accurate steel design for torsional buckling is important for building a structure that is stable and safe. Here at Digital Canal, we invite you to utilize out cutting-edge software that makes it easy to both design and check individual cold-formed steel members.

Digital Canal has a reputation for creating helpful digital tools that streamline otherwise tedious processes. This is not any different with our cold-formed steel design software, where you will be able to design and check existing steel members to ensure they can handle certain loads.

This tool gives you accurate steel design for torsional buckling, providing three different design methods:

• LRFD (Load and Resistance Factor Design)
• ASD (Allowable Strength Design)
• LSD (Limited Strength Design)

Providing an effective form of steel design for torsional buckling, you can move forward with your projects with complete confidence that light gauge steel will hold up within the structure. Currently, our software only allows you to design and check individual cold-formed steel — not complete assemblies.

Make steel design for torsional buckling simple, easy and quick

With a clean, easy-to-use interface and detailed reports, you can have complete peace of mind that all light gauge steel projects are executed with both precision and perfection. These reports can contain virtually any information you need, including load, moment, shear and deflection diagrams.

All members you design are designed in compliance with Cold Formed Steel Design Manual 2017 and in conjunction with AISI S100-16 specifications. By adhering to the standards set forth by the American Iron and Steel Institute, you can have complete peace of mind in your steel design for torsional buckling.

Get started with Digital Canal

Explore this, and the rest of the helpful digital tools that we have made available to industry professionals. We look forward to providing you with a free look at our software and introducing you to a new, more effective means of steel design for torsional buckling.