|
Non Load bearing BPM SS/SC PR Panels *Wind loads only
|
Panel Width (mm) |
Louvre Blades (units) |
Panel Width (mm) |
Louvre Blades (units) |
|
123 |
3 |
663 |
12 |
|
183 |
4 |
723 |
13 |
|
243 |
5 |
783 |
14 |
|
303 |
6 |
843 |
15 |
|
363 |
7 |
903 |
16 |
|
423 |
8 |
963 |
17 |
|
483 |
9 |
1023 |
18 |
|
543 |
10 |
|
603 |
11 |
Maximum available length of uncut panels = 6000mm - Number of
Blades based on standard pitch
Load Bearing BPM SS PR Panels *Live Loads
Additional load bars between the louvres allow BPM SS Series to double as
walkways.
|
Panel Width (mm) |
Load Bars (units) |
Panel Width (mm) |
Load Bars (units) |
Panel Width (mm) |
Load Bars (units) |
Panel Width (mm) |
Load Bars (units) |
|
123 |
5 |
393 |
141 |
663 |
23 |
933 |
32 |
|
153 |
6 |
423 |
15 |
693 |
25 |
963 |
33 |
|
183 |
7 |
453 |
16 |
723 |
26 |
993 |
34 |
|
213 |
8 |
483 |
17 |
753 |
27 |
1023 |
35 |
|
243 |
9 |
513 |
18 |
783 |
28 |
|
273 |
10 |
543 |
19 |
813 |
29 |
|
303 |
11 |
573 |
20 |
843 |
31 |
|
333 |
12 |
603 |
21 |
873 |
30 |
|
363 |
13 |
633 |
22 |
903 |
31 |
Spans *Non Load Bearing *Wind Load only
20m height limit
|
BPM SS203-SC203 PR BPM SS323 PR |
|
Capital City |
Terrain Category |
Horizontal |
Vertical |
Horizontal |
Vertical |
| |
|
|
Maximum |
span in mm |
|
|
Adelaide |
TC2 TC3 |
2300 2500 |
2300 2550 |
2700 3000 |
3000 3300 |
|
Brisbane |
TC1 TC2
TC3 |
1800 2100
2300 |
2000 2100
2400 |
2400 2400
2700 |
2550 2700
3000 |
|
Canberra |
TC2 TC3 |
2400 2600 |
2400 2700 |
3100 3200 |
3100 3450 |
|
Cyclonic Areas 65mt/sec |
TC1 TC2
TC3 |
1800 1850
2100 |
1800 1850
2100 |
2100 2200
2400 |
2250 2400
2700 |
|
Hobart |
TC2 TC3 |
2300 2500 |
2300 2600 |
2700 3100 |
3000 3400 |
|
Melbourne |
TC2 TC3 |
2400 2600 |
2400 2700 |
2700 3100 |
3000 3400 |
|
Perth |
TC2 TC3 |
2300 2550 |
2300 2600 |
2700 3000 |
3000 3300 |
|
Sydney |
TC2 TC3 |
2250 2450 |
2250 2500 |
2700 3000 |
2900 3200 |
|
Horizontal Load
Bearing *Access Walkway only |
|
BPM SC203 PR 1200 |
BPM SC323 PR 2000 |
|
Profile |
Mass |
Profile |
Mass |
| BPM SS 203 PR
BPM SS 203 PR
BPM SS 323 PR |
8.05
11.26
12.93 |
BPM SC 203 PR
BPM SC 323 PR
|
14.69
16.36
|
Notes on Load Tables
1.Spans calculated for maximum deflection of 10mm against wind
loading only.
2.Spans and deflection for screens mounted on the face of structure.
3.Allowable spans in this table are in accordance with AS 1664 (Aluminium
Structure Code) for aluminium alloy 6063-T-6. 4.Span Tables are derived
for simple spans only.
| 
