How to use this calculator
- Enter tension. Use the working tension or dockside initial tension being checked.
- Enter span and diameter. Use the free wire length and nominal rope diameter.
- Set stiffness inputs. Enter effective modulus and metallic area factor for the rope construction.
- Add constructional stretch. Use manufacturer data if available, or leave a small allowance for bedding-in.
- Review total stretch. Compare elastic, constructional and total stretch against the adjustment range or design target.
How it works
Wire rope elastic stretch follows the axial-bar relation: delta = F x L / (E x A) The calculator estimates metallic area from nominal diameter and the entered area factor, then adds optional constructional stretch as a percent of length.
For a sailboat standing rigging strength screen, use the standing rigging wire size calculator. For replacement stay or shroud cut length, use the standing rigging spec calculator. For round-section hardware checks, use the round section modulus reference or shaft diameter calculator.
Worked example
Verified against the live calculator
A 30 ft span of 1/4 in wire at
750 lbf tension, with an effective modulus of
190 GPa and 0.75 area factor, stretches about
0.266 in elastically. Adding 0.1%
constructional stretch raises the total to about 0.626 in.
Frequently asked questions
How do you calculate wire rope stretch?
Elastic stretch is delta = F*L/(E*A), where F is tension, L is span length, E is effective modulus and A is metallic area.
What is metallic area factor?
Wire rope is not a solid round bar. The metallic area factor estimates how much of the nominal circular area is actually metal in the strand construction.
What is constructional stretch?
Constructional stretch is settling or bedding-in stretch from rope construction and lay. Enter a manufacturer value when available; otherwise use it as a rough allowance.
Can this size sailboat standing rigging?
No. Use this only for stretch. For breaking-strength screening use the standing rigging wire size calculator, and for real rigging use manufacturer data and a qualified rigger.
Method & assumptions
- Elastic stretch uses the linear relation F*L/(E*A).
- Metallic area is estimated from nominal diameter and area factor, not pulled from a rope catalog.
- Constructional stretch is a separate allowance and may be near zero for pre-stretched or well-set rigging.
- Standing rigging, lifting and safety systems require qualified manufacturer or professional guidance for final selection and inspection.