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Loads on truss structures — snow and wind

What pushes and pulls, and where the numbers come from

2026-06-16·8 min reading

Snow load 1.0 kN/m², wind speeds 24 and 27 m/s and roof shape factors — the specific figures from the DS/EN 1991 series that determine what your rafters and beams must carry.

Introduction

When the designing engineer calculates what a rafter structure should handle they set loads from self-weight (the weight of the structure itself and the roof) live load snow and wind. The Eurocode 1 series with the Danish national annexes establishes how these loads are calculated.

Snow load

Den karakteristiske grundværdi for snelast i Danmark er s_k = 1,0 kN/m² på vandret underlag (hele Danmark). Det er den eneste zone i Danmark — DS/EN 1991-1-3 DK NA:2024 opererer ikke med regionale snezoner herhjemme.

Et saddeltag på 20° med C_e = C_t = 1,0 giver s = 0,8 · 1,0 · 1,0 · 1,0 = 0,8 kN/m². Tagformfaktoren og dens afhængighed af taghældning er tabelleret i EC1-1-3.

Wind load

Vindlastens grundhastighed er v_b,0 = 24 m/s i det meste af Danmark. I kystzone (nærmere end 25 km fra Vesterhavet og Ringkøbing Fjord) er grundhastigheden 27 m/s. Det svarer til en ekstra last på ca. 27 % i de udsatte kystområder.

sne s = 0,8 kN/m²wind pressurewind suctions_k = 1,0 kN/m² · v_b,0 = 24 m/s (indland)
Fig. Laster på et sadeltag: snelast lodret ned på tagfladen (s = 0,8 kN/m² ved 20°), vindtryk på lodsiden og vindsug på læsiden (v_b,0 = 24 m/s indland)

Self-weight — indicative values

The self-weight depends on the specific roof. As an indicative order of magnitude: light roof (sheathing + zinc plates/steel) approximately 0.30 kN/m², heavy tile roof approximately 0.90 kN/m². The actual self-weight is always determined per project based on selected materials.

Load typeCharacteristic valueStandard
Snow load, basic value (DK)s_k = 1,0 kN/m²DS/EN 1991-1-3 DK NA:2024
Tagformfaktor, enkeltfald og saddeltag ≤ 30°µ_i = 0,8EC1-1-3
Basic wind speed (inland)v_b,0 = 24 m/sDS/EN 1991-1-4 DK NA:2024
Basic wind speed (coastal zone)v_b,0 = 27 m/sDS/EN 1991-1-4 DK NA:2024
Light roof (guideline dead load)~0,30 kN/m²Indicative
Heavy tile roof (indicative dead load)~0,90 kN/m²Indicative

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