Answer»
- In solid application, media might cause down-pull forces on silo roofs. The silo ROOF MUST be ABLE to withstand the probe collapse load or at least the maximum probe tensile load.
- The tensile load depends on the silo size, material density, and the friction coefficient. Forces increase with the buried length, the silo and probe diameter.
- In CRITICAL cases, such as for products with a risk for build-up, it is better to use a 0.24 in (6 mm) probe.
- Depending on their position, forces on probes are generally two or ten TIMES greater on probes with tie-down than on probes with ballast weights.
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