๐Ÿ”ง Hooke's Law Experiment Simulator

F = kยทx ยท Elasticity ยท Real-time

๐Ÿ“ Simulator Setup

Support
Hanger

๐Ÿ“Š Readings & Data Table

Mass (g) Force (N) Final Length (cm) Extension (cm) Spring Const (k)

๐ŸŽฎ Controls

๐Ÿ“ˆ Live Data

Total Mass: 0 g

Applied Force: 0.00 N

Current Extension: 0.00 cm

Pointer Reading: 0.00 cm

๐Ÿ“ Hooke's Law โ€” Complete Theory

๐Ÿ“– Introduction

Hooke's Law is a principle of physics that states that the force needed to extend or compress a spring by some distance is proportional to that distance. This law is named after the 17th-century British physicist Robert Hooke, who first stated this principle in 1660.

F = k ร— x

Where:

๐Ÿ”ง Understanding the Spring Constant

The spring constant (k) is a measure of the stiffness of the spring. A higher spring constant means a stiffer spring that requires more force to stretch or compress it by a given amount.

k = F / x   (N/m)

โš ๏ธ Elastic Limit

Hooke's Law only applies within the elastic limit of the material. If a spring is stretched beyond its elastic limit, it will not return to its original length when the force is removed. This permanent deformation is called plastic deformation.

๐Ÿ’ก Applications of Hooke's Law

๐Ÿงช Experiment Procedure

In this virtual experiment, you can:

  1. Set the initial length of the spring
  2. Adjust the spring constant to change the stiffness
  3. Add masses to the spring and observe the extension
  4. Record measurements in the table
  5. Verify that the force is proportional to the extension

๐Ÿ“Š Key Observations

As you add more mass to the spring:

๐ŸŒ Real-World Connections

Hooke's Law applies not only to springs but to many elastic materials. Engineers use this principle when designing structures that need to withstand forces without permanent deformation.

๐Ÿ“ Formula Derivations

Weight Force: F = m ร— g   (g = 9.81 m/sยฒ)
Extension: x = F / k
Elastic Potential Energy: U = ยฝ ร— k ร— xยฒ

โšก Limitations

Remember that Hooke's Law is an approximation that works well for small deformations. For large deformations, materials may not follow this linear relationship.