Step 2 Enter weight (structure and contents if applicable)
Auto for containers. If you type a custom tare, it stays as a manual override until you clear the field or hit Reset.
Optional: Leave Contents weight at 0 unless you want it credited:
(tare + contents) improves stability against wind overturning, and is credited against uplift (and flood uplift if enabled).
Step 3 Enter dimensions
Height increases wind side-load overturning (and flood buoyancy if enabled).
Tip: Ground type is set in Step 1 and controls hold-down guide capacity per anchor.
Step 2 Wind speed (km/h) + Safety factor (%)
Tip: Start at 100. Increase for exposed ridge/coastal sites.
Default 0. If you know your typical guy pre-tension, enter it here.
Step 3 Guy geometry: Guy points + Guy angle
Lower angles increase guy tension and anchor demand.
Step 4 Height: Tiers + Height per tier (Total auto)
We assume one set of guy ropes per tier.
Total mast height = tiers × height per tier. Outside scope if above 20m.
Auto-switches to two radii at 3–4 tiers. Doubles anchor positions.
Step 5 Pole + equipment wind area
If stepped/tiered, use the largest diameter/width (conservative).
If unsure, choose one size up for conservative results.
Auto-fills from presets. You can override if you know the projected area.
Step 6 Click Calculate after changes (Reset starts again)
Mast note: Indicative guidance only. Antenna type, rigging tension, guy angles, and gust dynamics can materially change real loads.
For safety-critical installs, seek engineering advice.
Fully enclosed sheds typically have lower internal pressure. Partially enclosed or open-sided shelters can develop internal pressure which increases roof uplift and can increase overall anchoring demand.
Open/partial sheds can experience internal pressure that increases roof uplift and overturning.
How to use this: choose the most clad wall your shed has (worst case).
Shed mode note: This mode calculates wind roof uplift and wind overturning, then uses the governing case.
It also checks both orientations (long-side and short-side) for cornering winds.
Step 4 Choose load type and wind speed
Flood warning: Flood uplift can be extreme, and wet ground can compromise holding strength.
These results are guidance only—use a higher safety factor and confirm performance on-site.
For safety-critical installs, seek engineering advice.
Assumes wind is checked from both directions (long-side and short-side) to cover cornering winds.
Tent / tentage mode: Wind only. Flood calculations are disabled.
Tents require pre-tension just to stay standing—if tension can’t be equalised across lines, increase the safety factor.
Results enforce at least 1 anchor per anchor point to maintain even tension.
CCTV / camera pole mode: In development. For now, we run Mast mode logic.
Reference only: 100 km/h ≈ a strong storm gust. Increase for exposed sites.
Step 5 Enter safety margin and anchor points available
Default 0. For tentage, enter the typical pre-tension used to keep lines tight.
Step 6 Advanced settings (optional)
Advanced settings
If your result exceeds this cap, the calculator will show the minimum anchor points required to make the configuration feasible.
Step 7 Click Calculate after changes (Reset starts again)
Notes: Results are guidance only. Real wind exposure varies by site (terrain, shielding, gusts).
Some ground can be impenetrable (even with a pilot hole and high-torque tools).
For commercial or safety-critical installs, site testing and engineering advice may be required.
Quick guide
Wind (side load overturning): Uses wall area and height for overturning leverage. Weight improves stability.
Wind (roof uplift) (shed mode): Uses roof plan area (L × W). Weight reduces net uplift.
Flood (float uplift): Buoyancy can be extreme. Wet ground may reduce holding strength—use a higher safety factor and consider engineered solutions.