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Cables2D

Self-weight catenary

Select polygonal, parabolic, or catenary cable models and reject compression, slack, and invalid support conditions.

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Interactive engineering simulation

Cable under Self-Weight

Apply self-weight uniform per cable metre and solve the exact level-support catenary.

Tension only
Model distinction: point loads create straight polygonal segments; load uniform per horizontal metre creates a parabola; self-weight uniform per cable metre creates a catenary. These models are never silently substituted for one another.
x=0.00 m; sag below chord=0.00 mx=0.30 m; sag below chord=0.26 mx=0.60 m; sag below chord=0.51 mx=0.90 m; sag below chord=0.75 mx=1.20 m; sag below chord=0.99 mx=1.50 m; sag below chord=1.22 mx=1.80 m; sag below chord=1.44 mx=2.10 m; sag below chord=1.65 mx=2.40 m; sag below chord=1.86 mx=2.70 m; sag below chord=2.06 mx=3.00 m; sag below chord=2.25 mx=3.30 m; sag below chord=2.44 mx=3.60 m; sag below chord=2.61 mx=3.90 m; sag below chord=2.79 mx=4.20 m; sag below chord=2.95 mx=4.50 m; sag below chord=3.11 mx=4.80 m; sag below chord=3.26 mx=5.10 m; sag below chord=3.40 mx=5.40 m; sag below chord=3.54 mx=5.70 m; sag below chord=3.67 mx=6.00 m; sag below chord=3.80 mx=6.30 m; sag below chord=3.92 mx=6.60 m; sag below chord=4.03 mx=6.90 m; sag below chord=4.13 mx=7.20 m; sag below chord=4.23 mx=7.50 m; sag below chord=4.33 mx=7.80 m; sag below chord=4.41 mx=8.10 m; sag below chord=4.50 mx=8.40 m; sag below chord=4.57 mx=8.70 m; sag below chord=4.64 mx=9.00 m; sag below chord=4.70 mx=9.30 m; sag below chord=4.76 mx=9.60 m; sag below chord=4.81 mx=9.90 m; sag below chord=4.85 mx=10.20 m; sag below chord=4.89 mx=10.50 m; sag below chord=4.93 mx=10.80 m; sag below chord=4.95 mx=11.10 m; sag below chord=4.97 mx=11.40 m; sag below chord=4.99 mx=11.70 m; sag below chord=5.00 mx=12.00 m; sag below chord=5.00 mx=12.30 m; sag below chord=5.00 mx=12.60 m; sag below chord=4.99 mx=12.90 m; sag below chord=4.97 mx=13.20 m; sag below chord=4.95 mx=13.50 m; sag below chord=4.93 mx=13.80 m; sag below chord=4.89 mx=14.10 m; sag below chord=4.85 mx=14.40 m; sag below chord=4.81 mx=14.70 m; sag below chord=4.76 mx=15.00 m; sag below chord=4.70 mx=15.30 m; sag below chord=4.64 mx=15.60 m; sag below chord=4.57 mx=15.90 m; sag below chord=4.50 mx=16.20 m; sag below chord=4.41 mx=16.50 m; sag below chord=4.33 mx=16.80 m; sag below chord=4.23 mx=17.10 m; sag below chord=4.13 mx=17.40 m; sag below chord=4.03 mx=17.70 m; sag below chord=3.92 mx=18.00 m; sag below chord=3.80 mx=18.30 m; sag below chord=3.67 mx=18.60 m; sag below chord=3.54 mx=18.90 m; sag below chord=3.40 mx=19.20 m; sag below chord=3.26 mx=19.50 m; sag below chord=3.11 mx=19.80 m; sag below chord=2.95 mx=20.10 m; sag below chord=2.79 mx=20.40 m; sag below chord=2.61 mx=20.70 m; sag below chord=2.44 mx=21.00 m; sag below chord=2.25 mx=21.30 m; sag below chord=2.06 mx=21.60 m; sag below chord=1.86 mx=21.90 m; sag below chord=1.65 mx=22.20 m; sag below chord=1.44 mx=22.50 m; sag below chord=1.22 mx=22.80 m; sag below chord=0.99 mx=23.10 m; sag below chord=0.75 mx=23.40 m; sag below chord=0.51 mx=23.70 m; sag below chord=0.26 mx=24.00 m; sag below chord=0.00 mCatenary · self-weight per cable length · level supportsSpan 24.0 m · right support 0.0 m above left
Horizontal component H
273.01 kN
Maximum tension
363.01 kN
Left vertical component
239.25 kN
Right vertical component
239.25 kN
Horizontal span
24 m
m
1060

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Sag below support chord
5.00 m
m
1.0014.00

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Self-weight per cable length
18 kN/m
kN/m
150

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Catenary parameter a
15.167 m
Cable length
26.583 m
Support tension
363.01 kN
y=acosh(xa)a,H=wcay=a\cosh\left(\frac{x}{a}\right)-a,\qquad H=w_c a
Model scope and verification

Use the displayed units and idealizations, then verify the governing balance or compatibility equation before interpreting the result.