thumb|250px|the climber will fall about the same height h in both cases, but she will be subjected to a greater force at position 1, due to the greater fall factor. in climbing (specifically in lead climbing) using a dynamic rope, the fall factor (f) is the ratio of the height (h) a climber falls before the climber's rope begins to stretch and the rope length (l) available to absorb the energy of the fall. :f = \frac{h}{l} == impact force == the impact force is defined as the maximum tension in the rope when a climber falls. using the common rope model of an undamped harmonic oscillator (ho) the impact force fmax in the rope is given by: :f_{max} = mg + \sqrt{(mg)^2 + 2mghk} = mg + \sqrt{(mg)^2 + 2mgeqf} where mg is the climber's weight, h is the fall height and k is the spring constant of the rope. using the elasticity modulus e = k l/q which is a material constant, the impact force depends only on the fall factor f, i.e. on the ratio h/l, the cross section q of the rope, and the climberâs weight. the more rope is available, the softer the rope becomes which is just compensating the higher fall energy. the maximum force on the climber is fmax reduced by the climberâs weight mg. the above formula can be easily obtained by the law of conservation of energy at the time of maximum tension resp. maximum elongation xmax of the rope: : mgh = \frac{1}{2}kx_{max}^2 - mgx_{max}\ ; \ f_{max} = k x_{max} using the ho model to obtain the impact force of real climbing ropes as a function of fall height h and climber's weight mg, one must know the experimental value for e of a given rope. however, rope manufacturers give only the ropeâs impact force f0 and its static and dynamic elongations that are measured under standard uiaa fall conditions: a fall height h0 of 2 x 2.3&nbsp;m with an available rope length l0 = 2.6m leads to a fall factor f0 = h0/l0 = 1.77 and a fall velocity v0 = (2gh0)1/2 = 9.5&nbsp;m/s at the end of falling the distance h0. the mass m0 used in the fall is 80&nbsp;kg. using these values to eliminate the unknown quantity e leads to an expression of the impact force as a function of arbitrary fall heights h and arbitrary fall factors f of the form:ulrich leuthÃ¤usser (2010):retrieved december 2, 2010 :f_{max} = mg + \sqrt{(mg)^2 + f_0(f_0-2m_0g)\frac{m}{m_0}\frac{f}{f_0}} thumb|impact force as a function of dynamic elongation^(-1) for different friction constants Îº. this simple undamped harmonic oscillator model of a rope, however, cannot explain real ropes. first, it is evident that real ropes hardly oscillate after a
Climbing Mechanics