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Testrapport voor de kunststof STEIGERPLANK
door: MR Willis July 2004. Project REF H2WT-018
figure
4a- deflection of individual boards
figure
4b- deflection of individual boards
under
a concentrated load of 1.5kN acting
under
a concentrated load of 1kN acting
on
an area 500x225mm
on an area 200x200mm
|
Board
Thickness |
span |
1.5kN on
an area |
1kN on an
area |
|
(mm) |
(m) |
500mm x 225mm (F1) |
200mm x 200mm (F2) |
|
|
|
|
|
|
45mm |
1.5 |
12.2 |
10.4 |
|
45mm |
1.5 |
13.0 |
10.6 |
|
45mm |
1.5 |
13.0 |
10.8 |
|
45mm |
1.5 |
13.3 |
10.8 |
|
45mm |
1.5 |
12.5 |
10.2 |
|
45mm |
1.5 |
13.1 |
10.4 |
|
|
|
|
|
|
65mm |
2.4 |
10.9 |
10.2 |
|
65mm |
2.4 |
11.2 |
10.1 |
|
65mm |
2.4 |
11.1 |
10.3 |
|
65mm |
2.4 |
10.0 |
11.4 |
|
65mm |
2.4 |
10.3 |
10.0 |
|
65mm |
2.4 |
10.3 |
11.3 |