The burst main was replaced with a 316L stainless steel section that was inserted down the existing cast iron main.
PME undertook hand calculation verification of hoop stress and FEA simulations to determine whether the section was fit for purpose.
The calculations enabled PMP to be confident that the sections were suffice to cope with the local water pressure variations.
Comprehensive design and analysis of a pipe bridge structure using
Explore our in-depth analysis and design process for a recent pipe bridge project, ensuring structural integrity and optimal performance. Calculation of permanent and imposed loads.
Innovative design and structural verification of an aluminium deck
Explore our recent project where we engineered an aluminium tour deck to Eurocode 9 standards, employing SOLIDWORKS FEA simulations and meticulous hand calculations for structural integrity.
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