45 1 813KB
WIND LOAD COMPUTATION (BS EN 1991-1-4 + UK NA) WITH z ≤ 50m Vb,0 =
34.98 m/s
calt =
1.01
cdir =
fundamental value of the basic wind velocity altitude factor
NA.2.5
1
directional factor
4.2
cseason =
1
seasonal factor
4.2
cprob =
1
probability factor
(4.2) 4.1
Vb =
calt x cdir x cseason x cprob xVb,0
basic wind velocity
Vb =
35.3298 m/s 2.226 kg/m³
air density
½ r v²b
basic velocity pressure
(4.10)
exposure factor
fig NA.7
exposure correction factor for site in Town upwind slope H/Lu
fig NA.8
orographic location factor
A.3
orography coefficient
A.3
Peak velocity pressure
(NA.4a)
r= qb = qb =
4.5
1.389 kPa
ce(z) =
2.8
ceT =
1
Φ= s= c0 =
0 0
qp(z) =
NA.2.18
1 3.88987 kPa
A.3
WIND LOAD COMPUTATION (BS EN 1991-1-4 + UK NA) WITH z > 50m Vb,0 =
34.98 m/s
calt =
1.01
cdir =
fundamental value of the basic wind velocity altitude factor
NA.2.5
1
directional factor
4.2
cseason =
1
seasonal factor
4.2
cprob =
1
probability factor
(4.2)
basic wind velocity
4.1
Vb = Vb = r=
calt x cdir x cseason x cprob xVb,0
35.33 m/s 2.226 kg/m³
Φ= s= c0 =
0 0
cr(z) =
1.1
air density upwind slope H/Lu
NA.2.18
4.5 A.3
orographic location factor
A.3
orography coefficient
A.3
exposure factor
fig NA.7
exposure correction factor for site in Town
fig NA.8
mean velocity
(4.3)
0.18
turbulence Intensity for iste in Country terrain
fig NA.5
turbulence correction factor for Town terrain
fig NA.6
Iv(z) =
1 Iv(z)flat x KI,T/co
turbulence Intensity
NA.2.16
Iv(z) =
0.18
qp(z) =
3.98662 kPa
Peak velocity pressure
(NA.4b)
crT = vm(z) = vm(z) = Iv(z)flat = kI,T =
1 1 cr(z) x co(z) x vb x crT 38.86 m/s
have = h= x=
3m 100 m 1m
average height height seperation distance
hdis =
2.4 m
displacment height
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