Solve sag, cable length, and support tension accurately. Review exact curves, plotted coordinates, and exports. Build steadier overhead layouts using practical catenary checks onsite.
Use one force unit and one length unit consistently. Enter the distributed load per horizontal length.
| Case | Span (m) | Horizontal tension (kN) | Uniform load (kN/m) | Exact sag (m) | Support tension (kN) |
|---|---|---|---|---|---|
| 1 | 30.00 | 12.00 | 0.100 | 0.9387 | 12.0939 |
| 2 | 40.00 | 15.00 | 0.120 | 1.6034 | 15.1924 |
| 3 | 60.00 | 22.00 | 0.160 | 3.2857 | 22.5257 |
This calculator assumes level supports and a cable carrying uniform load per horizontal length.
L is span length, H is horizontal tension, and w is uniform load per horizontal length.
Catenary sag matters when contractors hang temporary lines, suspended utilities, lighting runs, and supported cables across open spans. The curve affects clearance, anchorage forces, and material quantities. Exact catenary analysis is more reliable than simple approximations when spans grow longer or sag becomes noticeable.
This page helps estimate sag, support tension, cable length, and profile shape from a consistent set of inputs. The plotted curve and coordinate table make field review easier when layout teams need checkpoints along the span. The allowable sag field also helps compare design intent with the calculated drop.
Catenary sag is the vertical drop between the support line and the cable’s lowest point. It comes from the cable shape formed under its own distributed load and horizontal tension.
The approximate equation is quick for shallow curves. The exact catenary equation is better when sag is larger, spans are longer, or field tolerances demand more dependable values.
Enter the total distributed load per horizontal length. That often includes cable self-weight and any regularly distributed added load expressed in the same force and length units.
Yes. Choose the length and force units you want, then keep all related entries consistent. The calculator treats units as labels, so mixed units should not be combined.
Greater horizontal tension resists curvature more strongly, so the cable flattens and the lowest point rises. That reduces sag for the same span and distributed load.
No. This version assumes both supports are level. For unequal support heights, the lowest point shifts horizontally and the calculation needs an adjusted catenary solution.
Support tension is the cable force magnitude at each support for a level span. It combines the horizontal component with the vertical reaction caused by the distributed load.
Use the graph to see the cable profile along the span and spot the deepest point quickly. The coordinate table and CSV export help convert that shape into field checkpoints.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.