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Cables2D

Parabolic cable

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

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Interactive engineering simulation

Cable under Uniform Horizontal Loading

Apply load uniform per horizontal metre and verify the parabolic cable model.

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=0.25 mx=0.60 m; sag below chord=0.49 mx=0.90 m; sag below chord=0.72 mx=1.20 m; sag below chord=0.95 mx=1.50 m; sag below chord=1.17 mx=1.80 m; sag below chord=1.39 mx=2.10 m; sag below chord=1.60 mx=2.40 m; sag below chord=1.80 mx=2.70 m; sag below chord=2.00 mx=3.00 m; sag below chord=2.19 mx=3.30 m; sag below chord=2.37 mx=3.60 m; sag below chord=2.55 mx=3.90 m; sag below chord=2.72 mx=4.20 m; sag below chord=2.89 mx=4.50 m; sag below chord=3.05 mx=4.80 m; sag below chord=3.20 mx=5.10 m; sag below chord=3.35 mx=5.40 m; sag below chord=3.49 mx=5.70 m; sag below chord=3.62 mx=6.00 m; sag below chord=3.75 mx=6.30 m; sag below chord=3.87 mx=6.60 m; sag below chord=3.99 mx=6.90 m; sag below chord=4.10 mx=7.20 m; sag below chord=4.20 mx=7.50 m; sag below chord=4.30 mx=7.80 m; sag below chord=4.39 mx=8.10 m; sag below chord=4.47 mx=8.40 m; sag below chord=4.55 mx=8.70 m; sag below chord=4.62 mx=9.00 m; sag below chord=4.69 mx=9.30 m; sag below chord=4.75 mx=9.60 m; sag below chord=4.80 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=4.92 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=4.92 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=4.80 mx=14.70 m; sag below chord=4.75 mx=15.00 m; sag below chord=4.69 mx=15.30 m; sag below chord=4.62 mx=15.60 m; sag below chord=4.55 mx=15.90 m; sag below chord=4.47 mx=16.20 m; sag below chord=4.39 mx=16.50 m; sag below chord=4.30 mx=16.80 m; sag below chord=4.20 mx=17.10 m; sag below chord=4.10 mx=17.40 m; sag below chord=3.99 mx=17.70 m; sag below chord=3.87 mx=18.00 m; sag below chord=3.75 mx=18.30 m; sag below chord=3.62 mx=18.60 m; sag below chord=3.49 mx=18.90 m; sag below chord=3.35 mx=19.20 m; sag below chord=3.20 mx=19.50 m; sag below chord=3.05 mx=19.80 m; sag below chord=2.89 mx=20.10 m; sag below chord=2.72 mx=20.40 m; sag below chord=2.55 mx=20.70 m; sag below chord=2.37 mx=21.00 m; sag below chord=2.19 mx=21.30 m; sag below chord=2.00 mx=21.60 m; sag below chord=1.80 mx=21.90 m; sag below chord=1.60 mx=22.20 m; sag below chord=1.39 mx=22.50 m; sag below chord=1.17 mx=22.80 m; sag below chord=0.95 mx=23.10 m; sag below chord=0.72 mx=23.40 m; sag below chord=0.49 mx=23.70 m; sag below chord=0.25 mx=24.00 m; sag below chord=0.00 mParabolic cable · load per horizontal lengthSpan 24.0 m · right support 0.0 m above left
Horizontal component H
259.20 kN
Maximum tension
337.40 kN
Left vertical component
216.00 kN
Right vertical component
216.00 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

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

Right support elevation above left
0.0 m
m
-8.08.0

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

Uniform horizontal load
18 kN/m
kN/m
150

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

H=wL28fH=\frac{wL^2}{8f}
ysag(x)=4fx(Lx)L2y_{\mathrm{sag}}(x)=\frac{4fx(L-x)}{L^2}
Model scope and verification

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