Acrylic shelf calculator

Estimate shelf sag before you manufacture.

Use this simple estimator to check how much a Perspex or acrylic shelf may deflect when supported at both ends with a load placed in the centre.

5 kg Simply supported span
625 mm Example span
120 mm Example depth
5 mm Example thickness

Deflection estimator

Enter the shelf dimensions, load and support details.

The span is the unsupported distance between the two end supports. You can also include a front stiffening lip and an approximate rear support along the back of the shelf.

Usually the left-to-right distance between shelf supports.
Front-to-back shelf size.
A vertical front lip can greatly increase stiffness if bonded or formed properly.
Vertical height of the front upstand or downstand.
Usually the same as the shelf thickness.
For example, a rear rail, cleat or wall support running along the back of the shelf.
Approximate load sharing only. 50% is a sensible starting estimate for a continuous rear support.
Used for a simple stress comparison only.

The front lip calculation assumes the lip is fully bonded, formed or mechanically fixed so that it acts as one section with the shelf. A loose or weakly fixed lip will not provide the same stiffness.

Estimated result

Point load deflection 0 mm
Own weight deflection 0 mm
Total deflection 0 mm
Approx. bending stress 0 MPa
Span / deflection ratio 0
Section stiffness increase 0%
Rear support load share 0%
First thickness under L / 250 0 mm
Thickness Total deflection Point load deflection Stress Stiffness increase Comment

This is an indicative estimator for comparing options. Acrylic can continue to creep under sustained load, so permanent loads may deflect more over time. Rear support calculations are approximate because a rear rail changes the shelf from a simple beam into a partially supported plate.

Calculator assumptions

What this calculator assumes.

This estimator is designed for quick comparison of shelf thicknesses, front lips and support options. It is not a replacement for a formal structural calculation.

1

Supported at both ends

The base calculation treats the shelf as a simply supported beam, resting on support points or rails at the two short ends.

2

Central point load

The entered weight is assumed to act in the middle of the shelf span. A distributed load will usually produce a different result.

3

Front lip stiffness

A front lip is treated as a fully connected vertical stiffener. This assumes it is properly bonded, formed or fixed to the shelf.

4

Lip above or below

A lip above or below the shelf gives a similar bending stiffness benefit in this simplified calculation. The practical choice usually depends on appearance, access and cleaning.

5

Rear support estimate

A rear support along the length of the shelf is handled as an estimated load share. This is approximate because it changes the behaviour from a simple beam into a partially supported plate.

6

Long-term creep

The result is an immediate short-term estimate. Acrylic may continue to deform over time, especially under permanent load or higher temperatures.

Main challenges we solve

Use the calculator before cutting material.

Small changes in acrylic thickness can make a very large difference to shelf stiffness. This tool helps make that visible before manufacture.

Visible sag

Thin acrylic may not fail immediately, but it can sag enough to look poor or feel unstable. The calculator flags this before production.

Thickness comparison

Quickly compare 3 mm, 5 mm, 8 mm, 10 mm, 12 mm, 15 mm and thicker material under the same load.

Better support decisions

Use the result to decide whether the shelf needs thicker acrylic, a front lip, a rear support, side rails or a centre bracket.

Technical basis

How the result is calculated.

The calculator treats the shelf as a beam across the unsupported span. A front lip is added as a composite section, increasing the second moment of area and reducing deflection.

If rear support is selected, the calculator reduces the load carried by the end supports using the selected rear support load share. This is useful for comparison, but should be treated as an approximation.

Perspex guidance notes that long-term mechanical performance depends on temperature and applied stress, so permanent loads should be treated cautiously.

Centre point load deflection

Deflection = P × L³ / (48 × E × I)

Rectangular shelf stiffness

I = b × h³ / 12

Own weight deflection

Deflection = 5 × w × L⁴ / (384 × E × I)

Front lip calculation

Composite I = sum of each part's local I plus A × d²

Rear support estimate

Effective load = load × (1 - rear support load share)

P is the centre load, L is the span, E is the flexural modulus, I is the second moment of area, b is the shelf depth, h is the acrylic thickness, w is the shelf weight per mm of span, A is area and d is the distance from each part's centre to the combined neutral axis.

Client goal

Need acrylic shelves, displays or retail fixtures made?

Norgroup can help with material selection, cutting, fabrication, signage, print, displays and practical fit-out work for commercial spaces.