The browser you are using is not compatible with our site. For a better experience on our website please use one of these browsers: Google Chrome | Microsoft Edge | Mozilla Firefox | Apple Safari Update Browser
Wire Rope Strength Factors and Physical Properties
WIRE ROPE STRENGTH DESIGN FACTORS AND PHYSICAL PROPERTIES
The rope strength design factor is the ratio of the rated strength of the rope to its operating
stress. If a particular rope has a rated strength of 100,000 lbs. and is working under an
operating stress of 20,000 lbs., it has a rope strength design factor of 5. It is operating at
one fifth or 20% of its rated strength.
Many codes refer to this factor as the "Safety Factor" which is a misleading term, since this
ratio obviously does not include the many facets of an operation which must be considered in
determining safety. Wire rope is an expendable item - a replacement part of a machine or
installation. For economic and other reasons, some installations require rope to operate at high
stress (low rope strength design factors). On some installations where high risk is involved,
high rope strength design factors must be maintained.
However, operating and safety codes exist for most applications and these codes give specific
factors for usage. When a machine is working and large dynamic loadings (shock loadings) are
imparted to the rope, the rope strength design factor will be reduced which could result in
overstressing of the rope. Reduced rope strength design factors frequently result in reduced
service life of wire rope.
Wire Rope Strength Design Factor
Wire rope must have the strength required to handle the maximum load plus a design factor.
The design factor is the ratio of the breaking strength of the rope to the maximum
working load. To establish the proper design factor, several operating
characteristics should be considered:
Speed of operation
Acceleration and deceleration
Length of rope
Number, size and location of sheaves and drums
Conditions causing corrosion and abrasion
Danger to human life and property.
Smaller wires are the key to bending performance when wire ropes are subjected to repeated
bending over sheaves or drums. The more outer wires for a given size wire rope, the better the
resistance to bending fatigue. The relative bending life factors of typical wire rope
constructions are indicated in the table below.
Ropes having a large number of small wires, however, should not be used where overwrapping on a
drum takes place because they do not provide sufficient crush resistance.
Lang lay and large outer wires provide resistance to abrasion. The relationship between
abrasion resistance and fatigue resistance is illustrated.
An IWRC (Independent Wire Rope Core) and large outer wires will provide best crush
resistance. Constructex rope provides the best crush resistance of any wire rope.
Fiber core, lang lay and smaller wires provide a more flexible wire rope.
When a load is applied to wire rope, the helically-laid wires and strands act in a constricting
manner thereby compressing the core and bringing all the rope elements into closer contact. The
result is a slight reduction in diameter and an accompanying lengthening of the rope.
Constructional stretch is influenced by the following factors:
Type of core (fiber or steel)
Rope construction (6x7, 6x25 FW, 6x41 WS, 8x19 S, etc.)
Length of lay
Ropes with wire strand core (WSC) or independent wire rope core (IWRC) have less constructional
stretch than those with fiber core (FC). The reason for this is the fact that the steel cannot
compress as much as the fiber core.
Usually, constructional stretch will cease at an early stage in the rope's life. However, some
fiber core ropes, if lightly loaded (as in the case of elevator ropes), may display a degree of
constructional stretch over a considerable portion of their life.
A definite value for determining constructional stretch cannot be assigned since it is influenced
by several factors. The following table gives some idea of the approximate stretch as a
percentage of rope under load.