Architechtural Features
Conventional structures have an internal rigidity
to be stable. Fabric structures being mainly fabric and cables have
little or no rigidity and therefore must rely on their form and
internal pre-stress to perform the same function.
To resist these loads we have to put equal loads into the fabric
for it to remain stable, the pre-stress.
Because fabric structures rely on internal tensile forces to remain
stable their behaviour is more complicated than their conventional
counterparts and therefore they are more difficult to design. The
significant changes in their geometry means they are non-linear
even though the fabric remains more or less stable. If properly
designed this is a desirable quality that increases their ability
to carry load as they deform from the effect of live loads. Fabric
Structures are more capable in this respect due to their very high
strength weight ratio than equal spans of concrete or steel.
As a rule of thumb spans greater than 15 metres should be avoided
however, much greater spans can be achieved by reinforcing the fabric
with webbing or cables.
These loads have to be transmitted into our support structure.
A support structure might be edge tripods, central masts or push-ups,
we might decide to suspend the fabric in some form to give a very
large mast free area. In a closed system the edge will be supported
continuously by a "Kader" in an extruded section.
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