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The graphic below shows
the 'finite roof stress analysis' for one section of the inverted
Pavilion roof. Six external vertical steels, which taper to fine points,
provide the support for the roof in this area.
These
powder-coated steels are on the outside of the glass, which is typical
of Mies. Internally, as you will see from the floor
plans there is no internal structural support for this feature.
When I asked Les Postawa of Anthony Hunt Associates how it was going
to stay up he reassuringly advised me - "glue,but just in case
I'll provide a box of hard hats."
The inverted roof is comprised of 12 sections, which arrive on site
prefabricated. Each section is 900mm wide and will be craned into
position and bolted together. The sections are then filled with
insulation, covered in ply and then clad with low reflective stainless
steel.
Below
is the Roof Stress Analysis Graph. Click on it to see the full size
image.

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