 |
 |
 |
- Standard Arrangement |
|
An allowance of 2.95 KN/m2 for self weight & 1.5KN/m2 for floor finishes has been made.
Maximum Factored Imposed Loads (KN/m2) |
Loading (KN/m2) |
1.5 |
2.0 |
3.0 |
4.0 |
5.0 |
7.5 |
10.0 |
12.5 |
Spans (m) |
5.5 |
5.35 |
5.0 |
4.7 |
4.4 |
3.9 |
3.45 |
3.1 |
| |
*6.3 |
6.15 |
5.95 |
5.79 |
5.6 |
5.2 |
4.9 |
4.45 |
|
|
 |
|
|
|
- Standard Arrangement |
|
An allowance of 2.95 KN/m2 for self weight & 1.5KN/m2 for floor finishes has been made.
Maximum Factored Imposed Loads (KN/m2) |
Loading (KN/m2) |
1.5 |
2.0 |
3.0 |
4.0 |
5.0 |
7.5 |
10.0 |
12.5 |
Spans (m) |
8.45 |
8.2 |
7.5 |
7.0 |
6.7 |
6.0 |
5.4 |
5.0 |
| |
*9.0 |
8.6 |
8.2 |
7.98 |
7.7 |
6.2 |
4.9 |
4.5 |
|
|
|
|
|
|
- Standard Arrangement |
|
An allowance of 3.4 KN/m2 for self weight & 1.5KN/m2 for floor finishes has been made.
Maximum Factored Imposed Loads (KN/m2) |
Loading (KN/m2) |
1.5 |
2.0 |
3.0 |
4.0 |
5.0 |
7.5 |
10.0 |
12.5 |
Spans (m) |
10.6 |
10.2 |
9.5 |
8.9 |
8.4 |
7.5 |
6.8 |
6.1 |
| |
*10.95 |
10.75 |
10.38 |
10.0 |
9.7 |
8.5 |
7.0 |
6.0 |
|
|
|
|
|
|
- Standard Arrangement |
|
An allowance of 4.13 KN/m2 for self weight & 1.5KN/m2 for floor finishes has been made.
Maximum Factored Imposed Loads (KN/m2) |
Loading (KN/m2) |
1.5 |
2.0 |
3.0 |
4.0 |
5.0 |
7.5 |
10.0 |
12.5 |
Spans (m) |
12.0 |
11.6 |
10.8 |
10.2 |
9.6 |
8.5 |
7.9 |
7.3 |
| |
*12.4 |
12.15 |
11.75 |
11.4 |
11.0 |
9.9 |
8.96 |
7.65 |
|
|
|
Notes:
- Long term deflection not less then 1/500 of span
- Designed to C.P. 8110 - Class 3
- Spans and Loadings may be increased after consultation with our design department
* with structural screed
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