Nothing Special   »   [go: up one dir, main page]
Scribd Logo
Upload

Welcome to Scribd!

  • 10 views

    Wind Loading Based On EC 1991-4

    Uploaded by

    janeth
    This document provides calculations for wind loading on a building based on Eurocode 1991-4. It specifies details of the building such as a total height of 24.25 meters. It then calculates the mean wind speed and peak velocity pressure at different heights on the building using factors for the basic wind velocity, terrain, roughness, and orography based on the building structure type and roughness length of the surface. The peak velocity pressure is calculated to be 0.84 kPa at a height of 28.08 meters on the building.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd

    Wind Loading Based On EC 1991-4

    Uploaded by

    janeth
    10 views4 pages
    This document provides calculations for wind loading on a building based on Eurocode 1991-4. It specifies details of the building such as a total height of 24.25 meters. It then calculates the mean wind speed and peak velocity pressure at different heights on the building using factors for the basic wind velocity, terrain, roughness, and orography based on the building structure type and roughness length of the surface. The peak velocity pressure is calculated to be 0.84 kPa at a height of 28.08 meters on the building.

    Original Description:

    Wind load according to EC

    Original Title

    wind load

    Copyright

    © © All Rights Reserved

    Available Formats

    XLSX, PDF, TXT or read online from Scribd

    Did you find this document useful?

    Is this content inappropriate?

    This document provides calculations for wind loading on a building based on Eurocode 1991-4. It specifies details of the building such as a total height of 24.25 meters. It then calculates the mean wind speed and peak velocity pressure at different heights on the building using factors for the basic wind velocity, terrain, roughness, and orography based on the building structure type and roughness length of the surface. The peak velocity pressure is calculated to be 0.84 kPa at a height of 28.08 meters on the building.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    10 views4 pages

    Wind Loading Based On EC 1991-4

    Uploaded by

    janeth
    This document provides calculations for wind loading on a building based on Eurocode 1991-4. It specifies details of the building such as a total height of 24.25 meters. It then calculates the mean wind speed and peak velocity pressure at different heights on the building using factors for the basic wind velocity, terrain, roughness, and orography based on the building structure type and roughness length of the surface. The peak velocity pressure is calculated to be 0.84 kPa at a height of 28.08 meters on the building.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 4

    Wind Loading based on EC 1991-4

    Total building height = 24.25

    Where
    Vb = Basic wind velocity 20
    Vb,0= Fundamental value of basic wind velocity = 20
    cdir = directional factor = 1
    cseason= season factor = 1

    Mean wind, vm(z)


    Structure type = 1
    zo = 0.003
    zmin = 1

    kr = terrain factor depending on the roughness 0.16


    length zo calculated using =

    where: zo,II = 0.05

    the mean wind varies with height


    28.08
    Where
    cr(z) = roughness factor = 1.40
    co(z) = Orography factor = 1

    Wind Turbulence

    kl = 1
    sv = 3.12
    lv(z) = 0.11
    Wind Loading based on EC 1991-4

    Peak Velocity pressure qp(z)


    qp(z) = 836.88
    qp(z) = 0.84
    Cpe =
    Cpi =
    m

    m/s
    m/s

    m/s

    m/s
    Pa
    kPa

    You might also like