Parameters
Span L
100.0 m
Sag d
10.0 m
Sag ratio d/L = 10.0%
Weight/length w
50.0 N/m
Cross-section A
100.0 mm²
Elastic modulus E
200.0 GPa
Steel:200 · CFRP:150 · Al:70
—
Horiz. Tension H [kN]
—
Max Tension T_max [kN]
—
Cable Length S [m]
—
Sag Ratio d/L [%]
—
Stress σ [MPa]
—
Elastic Elong. ΔL [mm]
Theory
Catenary (exact):
$$y = a\cosh\!\left(\frac{x}{a}\right) - a, \quad a = \frac{H}{w}$$Cable length: $S = 2a\sinh\!\left(\dfrac{L}{2a}\right)$, Max tension: $T_{max} = H + w\,d$
Parabolic approximation (small d/L):
$$y = \frac{4d}{L^2}x(L-x), \quad H = \frac{wL^2}{8d}$$ $$T_{max} = H\sqrt{1+\!\left(\frac{wL}{2H}\right)^{\!2}}, \quad S \approx L\!\left(1+\frac{8}{3}\!\left(\frac{d}{L}\right)^{\!2}\right)$$Stress: $\sigma = T_{max}/A$, Elastic elongation: $\Delta L = T_{max}\cdot S / (A\cdot E)$
CAE Applications: Suspension bridge main cable & hanger design / overhead transmission line sag / tensile roof edge cables / FEM initial tension configuration. The catenary parameter $a$ can be used directly for cable element initial geometry in ABAQUS/LS-DYNA.