Documentation

This document contains all National annex values, which are used in SDF - Basic package

Clause 4.1 Characteristic values, paragraph (1)

The characteristic values of snow load on the ground sk in Poland should be obtained from the map and formula.

Snow zone sk [kN/m2]
1 0,007•A - 1,4 and sk ≥ 0,70
2 0,9
3 0,006•A - 0,6 and sk ≥ 1,2
4 1,6
5 0,930,00134•A and sk ≥ 2,0
where:
A is altitude above sea level in meters

Clause 4.3 Treatment of exceptional snow loads on the ground, paragraph (1)

Recommended value of the coefficient should be used, Cesl = 2,0

Clause 5.2 Load arrangements, paragraph (7)

Standard values and tophographies are used

Clause 5.2 Load arrangements, paragraph (8)

Ct = 1,0 or formula for roofs with 1 W/(m2K) ≤ U ≤ 4,5 W/(m2K) can be used

where:
sk is characteristic values of snow load on the ground in kN/m2
Δt is temperature differential in °C
Δt = ti - 5 °C where ti is temperature in the interier with limits 5 °C < ti ≤ 18 °C
Using of Ct < 1,0 have to be carefully decised.

Clause 5.3.3 Pitched roofs, paragraph (4)

Standard drifted load arrangement is used.

Clause 5.3.4 Multi-span roofs, paragraph (3)

Standard drifted snow load is used.

Clause 5.3.4 Multi-span roofs, paragraph (4)

If α ≥ 60°, the coefficient μ2 = 1,6

Clause 5.3.5 Cylindrical roofs, paragraph (1)

μ3,max = 2,0

Clause 5.3.5 Cylindrical roofs, paragraph (3)

Standard drifted snow load is used.

Clause 5.3.6 Roof abutting and close to taller construction works, paragraph (1)

Annex B should be used for determinate the drifted snow load case, therefore no range of values for μw is specified in the UK.

Clause 5.3.6 Roof abutting and close to taller construction works, paragraph (3)

Annex B should be used to determine the drifted snow load case.
Annex B can be used also for construction close to taller building, if constructions are less than 1,5 m away.
Annex B:

Drift length ls is the least value of 5h, b1 or 15 m.
Table 3: Shape coefficients for exceptional snow drift for roofs abutting and close to taller structures
Shape
coefficient		 Angle of roof pitch α1
0° ≤ αi ≤ 15° 15° ≤ αi ≤ 30° 30° ≤ αi ≤ 60° αi ≥ 60°
μ1 μ3 μ3{[30 - α]/15} 0 0
μ2 μ3 μ3 μ3{[60 - α]/30} 0
μ3 is the least value of 2h/sk, 2b/ls or 8.
b is larger of b1 or b2.
ls it she least value of 5h, b1 or 15 m.

Clause 6.2 Drifting at projections and obstructions, paragraph (2)

Annex B should be used to determine the drifted snow load case.
If the vertical elevation against which a drift could form is not greater than 1 m2, the effect of drifting can be ignored.
This clause applies to:
- Drifting against obstructions not exceeding 1 m in height.
- Drifting on canopies, projecting not more than 5m from the face of the building over doors and loading bays, irrespective of the height of the obstruction.
- Slender obstructions over 1 m high but not more than 2 m wide, may be considered as local projections. For this specific case h may be taken as the lesser of the projection height or width perpendicular to the direction of the wind.
Annex B:

The shape coefficient is determined as the least value of:
μ1 = 2h1/sk or 5
μ2 = 2h2/sk or 5
In addition, for door canopies projecting not more than 5 m from the building, μ1 should not exceed 2b/ls1, where b is the larger of b1 and b2.
The drift length (lsi) is taken as the least value of 5h or bi, where i = 1 or 2 and h ≤ 1 m.

The shape coefficient is determined as the least value of:
μ1 = 2h/sk
μ1 = 2b/ls
μ1 = 8
The drift length ls should be taken as the least value of 5h, b1 or 15 m.

Clause 6.3 Snow overhanging the edge of a roof, paragraph (1)

Clause should be used for sites at altitudes greater than 300 m above sea level and always in the snow zone 4.

Clause 6.3 Snow overhanging the edge of a roof, paragraph (2)

The coefficient k remains unchanged The bulk weight density of snow γ = 3 kN/m3 should be used for the assessment of the depth of the snow cover.