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As a newly qualified chartered structural engineer i was asked by my senior partner Kenneth Severn to do the structural analysis of this iconic tower. The form had already been developed by architects sherrer and hicks so all I had to do was to make it buildable and ensured it stayed up! At the initial design meeting i suggested that the lattice be formed from hollow steel sections to avoid the problem of twist. Looking back I am glad that this idea was very firmly rejected! Selected and reviewed by.

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As a newly qualified chartered structural engineer i was asked by my senior partner Kenneth Severn to do the structural analysis of this iconic tower. The form had already been developed by architects sherrer and hicks so all I had to do was to make it buildable and ensured it stayed up! At the initial design meeting i suggested that the lattice be formed from hollow steel sections to avoid the problem of twist. Looking back I am glad that this idea was very firmly rejected! Selected and reviewed by.
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Untitled Document | watts71.com Reviews

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As a newly qualified chartered structural engineer i was asked by my senior partner Kenneth Severn to do the structural analysis of this iconic tower. The form had already been developed by architects sherrer and hicks so all I had to do was to make it buildable and ensured it stayed up! At the initial design meeting i suggested that the lattice be formed from hollow steel sections to avoid the problem of twist. Looking back I am glad that this idea was very firmly rejected! Selected and reviewed by.

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Untitled Document

As a newly qualified chartered structural engineer i was asked by my senior partner Kenneth Severn to do the structural analysis of this iconic tower. The form had already been developed by architects sherrer and hicks so all I had to do was to make it buildable and ensured it stayed up! At the initial design meeting i suggested that the lattice be formed from hollow steel sections to avoid the problem of twist. Looking back I am glad that this idea was very firmly rejected! Selected and reviewed by.

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