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Knauf Seismic Design

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Table 8: <strong>Knauf</strong> Suspenders<br />

0.25 kN<br />

Anchor Fix<br />

0.4 kN<br />

Nonius Hanger<br />

0,4 kN <strong>Knauf</strong><br />

Universal Bracket<br />

The following constructional demands<br />

have to be taken into consideration for application:<br />

● Place suspenders as close as possible<br />

to the cross-alignment points of the<br />

104 200<br />

270<br />

Rigidity [kN/m]<br />

channels.<br />

● The connectors have to be screwed together<br />

with channels and suspenders.<br />

10 mm<br />

10 mm<br />

12.5 mm 12.5 mm<br />

● The suspension height should be as<br />

short as possible.<br />

● The weight should be as low as possible<br />

to reduce earthquake loads. One<br />

layer is better than two layers.<br />

10 mm<br />

10 mm<br />

25 mm<br />

● The lateral connection should slide<br />

Rigid suspension<br />

● do not fasten cladding to<br />

perimeter channel<br />

Figure 18 :Layouts<br />

Soft suspension<br />

● single layer cladding<br />

● square layout<br />

● connection to perimeter<br />

channel on one side<br />

horizontally but be vertically fixed.<br />

● The edge distance of first channel grid<br />

from flanking component should be<br />

approx. 100 mm.<br />

Construction examples can be seen in fi -<br />

load-bearing structure<br />

gures 19 and 20.<br />

The use of the soft suspension as shown<br />

open joint<br />

suspended ceiling<br />

mold<br />

Figure 19: Section of suspended ceiling<br />

horizontal<br />

fixing<br />

in fi gure 17 and table 7 is limited. In buildings<br />

classifi ed as I and II according to Eurocode<br />

8-1-2 and areas with high seismic<br />

activity soft suspension systems cannot be<br />

used. Even for building classifi cation III the<br />

Connection without<br />

fire protection requirements<br />

● shifting substructure<br />

Figure 20: Joint details<br />

Connection with<br />

1.5 hr fire protection<br />

● Shifting substructure<br />

● Rigid connection of cladding<br />

(tightness)<br />

● Alternative: expanding<br />

sealing strip<br />

(with / without mold)<br />

use is limited. Furthermore, constructional<br />

demands according to fi gure 18 should also<br />

be taken into account.<br />

All elements in the plenum (above the<br />

suspended ceilings) that are not part of<br />

the suspended ceiling must have a separate<br />

suspension and are not allowed to apply<br />

their weight on any component of the suspended<br />

ceiling.<br />

This requirement should be fulfi lled both<br />

for earthquake safety purposes and for fi re<br />

protection reasons.<br />

13

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