| UPN 80 | 80 | 45 | 6.0 | 8.0 | 8.64 | 11.0 | 106 | 26.5 | Light framing, brackets, equipment supports, and short-span secondary members. |
| UPN 100 | 100 | 50 | 6.0 | 8.5 | 10.6 | 13.5 | 206 | 41.2 | Light to moderate loads where the span and deflection limits are controlled. |
| UPN 120 | 120 | 55 | 7.0 | 9.0 | 13.4 | 17.0 | 364 | 60.7 | Moderate beam, rail, frame, and support-member duties. |
| UPN 140 | 140 | 60 | 7.0 | 10.0 | 16.0 | 20.4 | 605 | 86.4 | Moderate-to-heavy loads with improved stiffness compared with smaller channels. |
| UPN 160 | 160 | 65 | 7.5 | 10.5 | 18.8 | 24.0 | 925 | 116 | Longer spans, heavier distributed loads, and primary framing subject to deflection control. |
| UPN 200 | 200 | 75 | 8.5 | 11.5 | 25.3 | 32.2 | 1,910 | 191 | Heavy-duty beams, machinery supports, platforms, and larger structural spans. |
| Material Grade Comparison |
| Material Grade | Common Standard | Minimum Yield Strength fy | Tensile Strength Range | Impact Toughness / Delivery Condition | Typical Selection Consideration |
| S235JR | EN 10025-2 | 235 MPa for nominal thickness up to 16 mm | 360–510 MPa | JR: 27 J at +20°C; normalized or normalized-rolled product condition may apply | General fabrication and lightly to moderately loaded structural members. |
| S275JR | EN 10025-2 | 275 MPa for nominal thickness up to 16 mm | 410–560 MPa | JR: 27 J at +20°C; verify thickness-dependent values | A common choice when greater yield strength is required without moving to a higher-strength grade. |
| S355JR | EN 10025-2 | 355 MPa for nominal thickness up to 16 mm | 470–630 MPa | JR: 27 J at +20°C; verify thickness-dependent values | Higher-load applications where reducing section size or increasing capacity is beneficial. |
| A36 | ASTM A36/A36M | 250 MPa minimum | 400–550 MPa minimum range commonly specified | Impact requirements depend on the purchase specification | General structural steelwork under ASTM-based specifications. |
| Grade 50 | ASTM A572/A572M | 345 MPa minimum | 450 MPa minimum tensile strength | Impact requirements depend on grade, thickness, and supplementary requirements | Higher-strength structural applications where the design standard permits its use. |
| Illustrative Load-Screening Example |
| Design Input | Assumed Value | Calculation | Interpretation |
| Beam arrangement | Simply supported, single-span beam | Mmax = wL² / 8 | Use the actual support condition, load position, and load combinations for final design. |
| Illustrative span | 3.0 m | Span length L = 3.0 m | Longer spans normally increase both bending demand and deflection. |
| Illustrative uniform load | 5 kN/m, excluding member self-weight | Mmax = 5 × 3² / 8 = 5.63 kN·m | The channel self-weight must be added to the applied load during design. |
| Illustrative uniform load | 10 kN/m, excluding member self-weight | Mmax = 10 × 3² / 8 = 11.25 kN·m | A larger section or stronger grade may be needed, subject to deflection and stability checks. |
| Illustrative uniform load | 15 kN/m, excluding member self-weight | Mmax = 15 × 3² / 8 = 16.88 kN·m | Heavy loading requires a complete check for bending, shear, lateral-torsional buckling, and connections. |
| Selection Checklist |
| Check Item | What to Assess | Useful Reference | Selection Guidance |
| Applied load | Dead load, live load, point load, impact load, wind, and equipment load | Use factored or allowable load combinations required by the design code | Do not select a channel from load magnitude alone; include load location and load path. |
| Span and support condition | Simply supported, continuous, fixed, or cantilevered arrangement | Bending moment and shear depend on the structural system | A cantilever or point-loaded beam can require a substantially larger section than a uniformly loaded simple span. |
| Deflection | Serviceability under unfactored loads | Common project limits include L/240, L/ span 360, or stricter criteria | If deflection controls, increase Ix or reduce the span rather than relying only on a higher-strength steel grade. |
| Section orientation | Major-axis or minor-axis bending | Ix and Wx are much greater than the corresponding minor-axis properties | Install the channel with its web oriented to place the larger section modulus in the bending direction. |
| Stability | Lateral-torsional buckling, web buckling, flange bending, and local slenderness | Check unbraced length and restraint spacing | Open channels are more sensitive to torsion and lateral instability than closed sections. |
| Connections | Bolts, welds, bearing, bolt-hole weakening, and end connections | Connection resistance may govern before member resistance | Provide adequate bearing length, edge distance, weld size, and load transfer into the web or flanges. |
| Environment | Corrosion, temperature, fire exposure, and outdoor service | Specify coating, corrosion allowance, or fire protection where required | Choose the delivery condition and protective system to match the service environment. |