| How load reaches the ground | Post embedded in concrete; the footing spreads the load | Post welded to a plate bolted to a slab, so the slab has to carry it |
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| What has to be built | A hole and concrete per post; no slab | A reinforced slab or plinth engineered for the pull-out and overturning loads |
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| Ground it suits | Soil and any diggable ground; not rock or existing hard surfaces | Any surface that can carry a slab, including decks, roofs and existing paving |
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| Relocatable | No; removing the equipment means cutting the posts | Yes; unbolt and move, though the anchors cannot be reused in the same holes |
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| Where corrosion starts | At the ground line, where water and oxygen meet the steel | At the base plate, in any gap between plate and slab where water stands |
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| Inspectability of the critical zone | Poor — it is buried | Good — plate, welds and fixings are visible at every inspection |
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| Protection at the detail | Post protected below ground, with a water-shedding detail at the surface | Plate, welds and anchors protected, with a grout or seal at the plate edge |
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| Frost and water table | Footing designed for the local frost depth and for drainage | Slab designed for frost movement, often over a granular sub-base |
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| Installation sequence | Slower; footings need to set before the equipment is erected | Faster on a prepared slab; equipment bolts down as soon as the slab is ready |
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| Cost profile | More civil work, less steel; usually cheapest where digging is easy | Less civil work, more steel and anchors, plus a slab that has to be engineered |
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| Typical failure mode | The post corrodes through at the ground line | Anchors loosen or corrode, or the plate lifts from an under-designed slab |
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| Best fit | Municipal parks, schools, new-build sites, settled layouts | Roof terraces, indoor installations, heritage paving, sites that may be redeveloped |
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