| Open C-channel | Open-sided section with a mounting channel or lip; profile dimensions and wall thickness vary by rail design. | Often 6063-T5 or 6063-T6 extruded aluminum. | Usually lighter and easier to handle than a deeper closed section of comparable length. Its open shape can be more sensitive to twisting, depending on geometry and restraint. | No universal capacity applies. Check the rail’s published span tables for downward pressure and wind uplift at the proposed support spacing. | Projects prioritizing low rail weight and straightforward module attachment, where the project-specific span table confirms adequate capacity. |
| Box or closed-section rail | Hollow or partially enclosed profile intended to provide greater torsional resistance than a comparable open section. | Commonly 6063-T5, 6063-T6, or other specified structural extrusion alloys. | A closed section can resist twisting effectively, but actual stiffness depends on section depth, wall thickness, and shape—not the profile label alone. | Use the exact profile’s tested or engineered load tables. Confirm support spacing, cantilever limits, splice locations, and attachment details. | Layouts where resistance to rail rotation or a stiffer section is beneficial, subject to engineering verification. |
| Deep or heavy-duty channel | Deeper and/or thicker section than a lighter channel; no single industry-wide dimension defines this category. | May use 6063-T6 or a higher-strength extrusion alloy such as 6005A-T5, as specified for the product. | Greater section depth can increase bending stiffness, while added material can increase weight. Compare section properties and mass per unit length. | Do not infer capacity from depth or alloy alone. Verify allowable spans and design loads for the complete rail-and-attachment assembly. | Higher-demand layouts or longer spans when the engineered system data supports the required loads. |
| Rail with a splice connection | Two or more rail lengths joined with an internal or external splice; joint design and location vary. | Rail and splice alloys may differ; follow the specified compatible components and installation instructions. | Overall rail behavior depends on splice fit, fasteners, and whether the joint is designed to transfer bending. A splice should not automatically be treated as a continuous rail. | Check whether the load table permits a splice at the proposed location and whether the joint is included in the tested or calculated configuration. | Long rail runs where transport, handling, or roof layout requires multiple rail lengths. |