Substituting a steel section on site: what to check before approval
On site, a proposal to substitute a profile comes up. The reason is often practical: delivery date, lack of a specific thickness, or a clash with another element. The change itself need not be bad. It must, however, be checked. Cold-formed profiles of similar dimensions can differ in load-bearing capacity, stiffness and connection detail. Consent should cover a clearly described solution, not a general assurance that the new profile is 'almost the same'. It is worth stating which elements are to be replaced and why. Item numbers and drawing references are needed. The vague phrase 'substituting the channels' can cover too many locations. A single sub-frame under a flashing is assessed differently from a whole run of purlins. The scope should be clear to the designer, supplier and contractor.









