Contracted to supply an engineered scaffold that was able to take the weight of 2 scissor lifts and also not damage the pool, for the replacement of the old ducting system throughout the ALAC complex.
The design needed to take into account the concrete construction of the pool floor and also upwards pressure from natural water sources in the ground.
Timber boards and ply were used to spread the point-load weights the scissor lift wheels produced. Job was completed without incident and engineering design was without fault.
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