2
 Wi nd Design to CP3 - 1972 : Wind Load Sum m ary J l n Kuchai,Selangor  G 0 2 Gen eral Wind input tabl es Building dimens ions & parame ters: Mean return period (years) Terrrain C ategory Regional W indspeed (m/s) Class of Structure Atlitude (m ) Roof Cladding Type Side w alls c ladding Gable w alls cladding 5 0 3 4 0 Class C 4.604 Ribs Smooth Ribs  Dou blepi tched roof w ith w ind @ 0 degrees Double pitched Building dim ensions Building Length (m ) Building W idth (m ) Eaves Height (m ) Apex Height (m ) Roof Angle 78.63 22.15 14.2 15.1689 5.00 W ind profile graph: CP3 - 1972 Wind pressure chart     Q    z    m    a    x    .    6    0    0    5    k    N    /    m        @     1    5  .    2    m 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.0 11.0 12.0 13.0 14.0 15.0   .    0    5    0  .    1    0    0  .    1    5    0  .    2    0    0  .    2    5    0  .    3    0    0  .    3    5    0  .    4    0    0  .    4    5    0  .    5    0    0  .    5    5    0  .    6    0    0  .    6    5    0  .    7    0    0  .    7    5    0    H    e    i    g    h    t    (    m    ) Qz (kN/m²) CP3 - 1972 W ind pressure i n kP a (kN/ )

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  • W in d D e s ig n to C P 3 - 1 9 7 2: W in d L o a d S u m m a ry J l n K u c h a i,S e la n g o r

    G 0 2 G e n e ra l W in d in p u t ta b le s

    B u ild in g d im e n s io n s & p a ra m e te rs :M e a n re tu rn p e r io d (y e a rs )T e rrra in C a te g o ryR e g io n a l W in d s p e e d (m /s )C la s s o f S tru c tu reA tlitu d e (m )R o o f C la d d in g T y p eS id e w a lls c la d d in gG a b le w a lls c la d d in g

    5 034 0C la s s C4 .6 0 4R ib sS m o o thR ib s

    D o u b le p itc h e d ro o f w ith w in d @ 0 d e g re e s

    D o u b le p itc h e d B u ild in g d im e n s io n sB u ild in g L e n g th (m )B u ild in g W id th (m )E a v e s H e ig h t (m )A p e x H e ig h t (m )R o o f A n g le

    7 8 .6 32 2 .1 51 4 .21 5 .1 6 8 95 .0 0

    W in d p ro file g ra p h : C P 3 - 1 9 7 2

    W in d p re ssu re c h a r t

    Qz m

    ax =

    .60

    05kN

    /m

    @ 15

    .2m

    1 .0 0

    2 .0 0

    3 .0 0

    4 .0 0

    5 .0 0

    6 .0 0

    7 .0 0

    8 .0 0

    9 .0 0

    1 0 .0

    1 1 .0

    1 2 .0

    1 3 .0

    1 4 .0

    1 5 .0

    .05

    0

    .10

    0

    .15

    0

    .20

    0

    .25

    0

    .30

    0

    .35

    0

    .40

    0

    .45

    0

    .50

    0

    .55

    0

    .60

    0

    .65

    0

    .70

    0

    .75

    0

    Hei

    ght (m

    )

    Q z (k N /m )

    C P 3 - 1 9 7 2

    W in d p re s s u re in k P a (k N /m )

  • W in d d ir A b A t B C D E F G H0

    9 0

    1 8 0

    0 .1 7 6 0 .2 6 6 -0 .2 7 5 -0 .4 9 5 -0 .4 9 5 -0 .6 0 5 -0 .3 3 0A B C B C T D E G F H

    -0 .3 8 5 -0 .3 8 5 0 .1 7 6 0 .2 6 6 -0 .1 6 5 -0 .5 5 0 -0 .3 3 0B B B T A D C G H E F

    0 .1 7 6 0 .2 6 6 -0 .2 7 5 -0 .4 9 5 -0 .4 9 5 -0 .6 0 5 -0 .3 3 0

    F H

    F H

    E G

    A B

    C

    D

    2 D W in d p re s s u re -z o n e d ia g ra m : C P 3 - 1 9 7 2