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000930
2024-10-03

Design Load Due to Wind

Design load due to wind

qd,Wind = γQ ·  cpe,D + cpe,E  · qp · H2 = 1,5 ⋅ 0,7 + 0,3 ⋅ 0,65 ⋅ 52  = 2,44 kN/m

qd,Wind

Design load due to wind

γQ

Partial safety factor for variable actions

cpe

External pressure coefficient

qp

Peak velocity pressure

h

Building height
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