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Equipotential bonding of structural steelwork

Are there any situations where you would not bond structural steelwork. I have some vague recollection that there may be, but can’t think what they might be.

Anyone? TIA
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  • Thanks Broadage. Of course such connections will be fortuitous. My question arose because on a recent site it was only these fortuitous connections in place. Water and gas equipotential bonding connections were in place - I couldn’t see any such bonding of the steelwork and was wondering why it appeared to have been omitted.

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  • Thanks Broadage. Of course such connections will be fortuitous. My question arose because on a recent site it was only these fortuitous connections in place. Water and gas equipotential bonding connections were in place - I couldn’t see any such bonding of the steelwork and was wondering why it appeared to have been omitted.

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