Wind BS en 1991-1-4 Esf [PDF]

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Zitiervorschau

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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