Anti-Hail Net Impact Energy & Cable Tension Calculator
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Double the hailstone and the energy goes up sixteenfold. Nets are not sized on average hail, and neither is the insurance claim.
Impact Energy per Stone
—J
Kinetic energy the net has to absorb from one hailstone
Impact & Reaction
Terminal Velocity
—m/s
Stone Mass
—g
Peak Arresting Force
—N
Cable Tension
—N
Storm Energy Density
—J/m²
Terminal velocity assumes a smooth sphere at steady state in still air; real hail is lobed, tumbling and often falling through a downdraught that adds to the speed, so the energy here is a floor rather than a worst case. The arresting force uses a linear energy-to-deflection conversion, which ignores how a net stiffens as it stretches — the true peak is higher and arrives faster. Cable tension is the reaction from a single stone; a storm loads the whole canopy at once and the structure must be checked against the accumulated load, not this figure. Structural design of canopy supports is engineering work requiring a qualified sign-off.
Using this calculator
About the Anti-Hail Net Impact Energy & Cable Tension Calculator
The formula
This is the expression the tool evaluates. Every term is named underneath, with the unit it must be supplied in.
Impact Energy per StoneimpactEnergy = f( hailDiameter, iceDensity, dragCoefficient, airDensity, stoneDensity, netDeflection, netSpan )
Each input feeds the expression evaluated in the browser; the symbol table below names every term and its unit.
Symbols used above
Symbol
Stands for
Unit
hailDiameter
Hailstone Diameter
mm
iceDensity
Ice Density
kg/m³
dragCoefficient
Drag Coefficient
—
airDensity
Air Density
kg/m³
stoneDensity
Stones per Square Metre
no./m²
netDeflection
Net Deflection on Impact
m
netSpan
Span Between Supports
m
impactEnergy
Impact Energy per Stone
J
terminalVelocity
Terminal Velocity
m/s
stoneMass
Stone Mass
g
peakForce
Peak Arresting Force
N
cableTension
Cable Tension
N
stormEnergyDensity
Storm Energy Density
J/m²
How the result is derived
Step by step, from the values you type to the figure on screen.
The 7 inputs are read from the form on every keystroke: Hailstone Diameter, Ice Density, Drag Coefficient, Air Density, Stones per Square Metre, Net Deflection on Impact and Span Between Supports.
Each value is checked against the accepted range in the input table below. A value outside its range stops the calculation rather than producing a misleading figure — the results blank out and a message appears.
The validated values are substituted into the expression above, which resolves Impact Energy per Stone together with every supporting figure in one pass — no value is carried over from a previous entry.
The supporting outputs — Terminal Velocity, Stone Mass, Peak Arresting Force, Cable Tension and Storm Energy Density — come from the same pass, so they always describe the same case as the headline figure.
Results are rounded for display only. The full-precision value is used throughout the chain, so reading a rounded intermediate figure back into the tool by hand can shift the last digit.
What each input means
Where to read each value on the floor, the unit it must be in, and the range the tool accepts.
Input
Unit
Accepted range
Default
What it means
Hailstone Diameter
mm
5 to 120 mm
30
Ice Density
kg/m³
600 to 920 kg/m³
900
Drag Coefficient
—
0.2 to 1.2
0.5
Air Density
kg/m³
0.8 to 1.4 kg/m³
1.225
Stones per Square Metre
no./m²
1 to 2000 no./m²
120
Net Deflection on Impact
m
0.01 to 1 m
0.15
Slack the net gives before arresting the stone; more deflection means lower force.
Span Between Supports
m
0.5 to 20 m
4
What the tool returns
The headline figure and every supporting value it is built from.
Output
Unit
What it tells you
Impact Energy per Stone (headline result)
J
Kinetic energy the net has to absorb from one hailstone
Terminal Velocity
m/s
Stone Mass
g
Peak Arresting Force
N
Cable Tension
N
Storm Energy Density
J/m²
Worked example
Given
Hailstone Diameter
30 mm
Ice Density
900 kg/m³
Drag Coefficient
0.5
Air Density
1.225 kg/m³
Stones per Square Metre
120 no./m²
Net Deflection on Impact
0.15 m
Span Between Supports
4 m
The tool loads with this case already solved — the Impact Energy per Stone shown above is its answer. Change one value and the difference from this baseline is the sensitivity of the result to that variable.
How to use it
Work through the input groups in order — Hailstone and Canopy. The defaults are a realistic case, so you can change one value at a time and watch what moves.
There is no calculate button. Every figure recalculates as you type or drag, which is what makes this usable for a what-if sweep rather than a single answer.
Read Impact Energy per Stone in the dark results panel — that is the headline figure, expressed in J.
Check the supporting rows underneath (Terminal Velocity, Stone Mass, Peak Arresting Force, Cable Tension and Storm Energy Density) before acting on the headline — they are where an implausible input usually shows itself first.
Reset to defaults returns every field to the reference case, which is the quickest way to check whether a surprising result came from the tool or from an input you had changed earlier.
Where this is used
Process planning — establishing Impact Energy per Stone before a trial is booked, so machine time and material in Agrotextiles & Environmental Shielding are committed against a calculated figure rather than an estimate.
Costing and quotation — Impact Energy per Stone is an input to the cost sheet, and quoting from a worked number rather than a remembered one is what keeps a margin intact.
Troubleshooting — when the floor result drifts from plan, entering the measured values (starting with Hailstone Diameter) shows how much of the gap in Impact Energy per Stone each variable explains.
Teaching and study — the accepted ranges bracket normal Agrotextiles & Environmental Shielding practice, so moving one variable at a time shows the shape of the relationship rather than a single answer.
Assumptions and limits
Terminal velocity assumes a smooth sphere at steady state in still air; real hail is lobed, tumbling and often falling through a downdraught that adds to the speed, so the energy here is a floor rather than a worst case. The arresting force uses a linear energy-to-deflection conversion, which ignores how a net stiffens as it stretches — the true peak is higher and arrives faster. Cable tension is the reaction from a single stone; a storm loads the whole canopy at once and the structure must be checked against the accumulated load, not this figure. Structural design of canopy supports is engineering work requiring a qualified sign-off.
Every input is bounded to the range normal practice occupies (Hailstone Diameter 5 to 120 mm, Ice Density 600 to 920 kg/m³ and Drag Coefficient 0.2 to 1.2, and so on for the rest). Those bounds are guard rails against typing errors, not a claim that the formula fails one unit outside them.
The calculation is deterministic: the same inputs always give the same result. It carries no allowance for machine condition, operator skill, ambient conditions or lot-to-lot material variation unless an input above explicitly represents one.
Nothing is sent anywhere. The maths runs in your browser, so the numbers you type never leave the page.
Questions people ask
What do I need to know before using the Anti-Hail Net Impact Energy & Cable Tension Calculator?
Have these to hand: Hailstone Diameter, Ice Density, Drag Coefficient, Air Density, Stones per Square Metre, Net Deflection on Impact and Span Between Supports. With those entered, the tool returns Impact Energy per Stone immediately.
What exactly is Impact Energy per Stone?
Kinetic energy the net has to absorb from one hailstone. It is reported in J. It is derived from Hailstone Diameter, Ice Density, Drag Coefficient, Air Density, Stones per Square Metre, Net Deflection on Impact and Span Between Supports, and is the figure the rest of the Agrotextiles & Environmental Shielding calculation is built around.
Which units does this calculator expect?
Enter Hailstone Diameter in mm, Ice Density in kg/m³, Air Density in kg/m³, Stones per Square Metre in no./m², Net Deflection on Impact in m and Span Between Supports in m. Mixing unit systems is the most common cause of a result that looks an order of magnitude wrong — convert before typing, not after reading.
What are the other figures under the main result?
They are the intermediate quantities the calculation passes through: Terminal Velocity, Stone Mass, Peak Arresting Force, Cable Tension and Storm Energy Density. They are shown because a headline number nobody can trace is a number nobody trusts — checking them against your own expectation is the fastest way to confirm the inputs were read as you intended.
Can I rely on this for a production decision?
Terminal velocity assumes a smooth sphere at steady state in still air; real hail is lobed, tumbling and often falling through a downdraught that adds to the speed, so the energy here is a floor rather than a worst case. The arresting force uses a linear energy-to-deflection conversion, which ignores how a net stiffens as it stretches — the true peak is higher and arrives faster. Cable tension is the reaction from a single stone; a storm loads the whole canopy at once and the structure must be checked against the accumulated load, not this figure. Structural design of canopy supports is engineering work requiring a qualified sign-off. Treat the output as an engineering estimate that narrows the trial window, not as a substitute for the trial.