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Wind LoadingBS

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    Wind Loading

    Background

    Standards

    Design

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    Page 2

    Wind Loading

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    Page 3

    Wind Loading

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    Page 4

    Wind Loading

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    Page 5

    Wind Loading

    CP3: Chapter V: Part 2

    Code of basic data for the design of buildings

    Chapter V . Loadings Part 2. Wind loads

    BS 6399-2:1997

    Loadings for buildings Part2: Code of practicefor wind loads

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    Page 6

    Wind Loading - CP3

    Wind Speed - 3 second gust

    Exposure

    Open Country

    Open Country, scattered wind breaks

    Small towns, outskirts of cities

    City centres

    Building Height

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    Page 8

    Wind Loading - BS6399

    Standard Method

    Directional Method

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    Page 9

    Wind Loading - BS6399

    Site Wind Speed

    Vs= Vbx Sax Sdx Ssx Sp

    VbBasic wind speed

    SaAltitude factor

    SdDirection factor

    SsSeasonal factor

    SpProbability factor

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    Page 10

    Wind Loading - BS6399

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    Page 11

    Wind Loading - BS6399

    Altitude factor

    Sa= 1+ 0.001x Height above sea level

    If topography not significant

    As a generalisation any building more than half-way up

    a hill, or an on a ridge or cliff will have increase wind

    loading and a more detailed calculation of Sa will berequired

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    Page 12

    Wind Loading - BS6399

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    Wind Loading - BS6399

    SdDirection factor

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    Wind Loading - BS6399

    SsSeasonal factor = 1

    SpProbability factor = 1

    1 in 50 years storm

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    Page 15

    Example calculation

    Vs= Vbx Sax Sdx Ssx Sp

    Sa =1.005

    Sd =1

    Ss = 1

    Sp = 1

    Vs = 16.63 x 1.01 x 1 x 1 x1 = 16.80 m/s

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    Page 16

    Wind Loading - BS6399

    Effective wind speed

    Ve= Vsx Sb

    Sb= Terrain & Building Factor

    Site in town or country

    Distance from the sea

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    Wind Loading - BS6399

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    Example calculation

    Ve = Vs x Sb

    Sb = 1.97 for distance 30 km from sea and He= 26.2 m

    Ve = Vs x Sb = 16.80 x 1.932 = 32.5 m/s

    Building size:

    H = 26.2 mL = 44.3 m

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    Page 19

    Wind Loading - BS6399

    Dynamic Pressure

    qs= 0.613 x Ve2

    qs= 0.613 x (32.5)2 =647.5 N/m2

    =0.65 kN/m2

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    Page 20

    Wind Loading - BS6399

    Pressure to structure

    External pressure

    pe= qsx Cpex Ca

    Cpe is the external pressure coefficient

    Cais the size effect factor = 1

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    Wind Loading - BS6399

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    Wind Loading - BS6399

    Internal pressure

    pi= qsx Cpix Ca

    Cpi is the internal pressure coefficient

    Cais the size effect factor = 1

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    Wind Loading - BS6399

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    Wind Loading - BS6399

    Wind Loads

    p = pe- pi

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    Wind Loading - BS6399

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    Wind Loading - BS6399

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    Wind Loading - BS6399

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    Wind Loading - BS6399

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    Wind Loading - BS6399

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    Page 31

    Malaysia Wind Map

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    Wind speed gust

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    Page 34 *Sources of data: Razali A M et al Mapping of Annual Extreme Wind Speed


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