| These
calculations are relevant for mechanically fixed polymer-based
single layer roofing and bituminous mechanically fixed systems. |
| We have carried out
wind load calculations for flat roofs as detailed in BS 6399:Part
2:199. The calculations are based on the Standard Method. |
| We have then
calculated the minimum number of fixings required based on a design
figure of 0.4 kN per fixings. The results of the calculations are shown in a series of tables.
The results are generally conservative, and often a more rigorous
calculation may produce a more lower fixing numbers. |
|
You can view the relevant table by selecting the basic data
required and then click the View button below
|
|
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| To view more details of the standard and the assumption made in the
preparation of the tables click here |
|
If you are not sure of the height above
sea level or distance from the sea for your project then contact
David Roy with either the Post Code or Grid Reference, and we will
e-mail you the information. |
| If
you would like your own software for wind load calculations click here
for more details |
