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Pile Eccentricity

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    G&P GEOTECHNICS SDN. BHD. Project (GEOTECHNICAL CONSULTANTS)

    Company No. 490887A Work Ref.

    DESIGN SHEET

    TITLE Design Check Review

    Piles Setting Out Diagram

    Consider column position at coordinates (0,0)

    X and Y (Original) refer to the original pile location with respect to column position.

    X and Y (deiations) refer to the shifting of the pile head after installation.

    !rid "ine # F/3B

    Pilecap $ef # !%o. of Piles # 40 nos. 0 "Nm

    &otal Column "oad # #$00 '% 0 "Nm

    !%&' No Sa*

    # $00 $ 37$ #7 44 $ 4#9 # $00 1ALUE2 1ALUE2

    $00 $ 37$ #7 4 73 3## 90 $00 1ALUE2 1ALUE2

    3 $00 $ 0 433.3 $8 3# $8 40.3 $00 1ALUE2 1ALUE2

    /oment aout 1direction, /12

    /oment aout 3direction, /32

    A&&oa&'5.Loa6

    ("N)

    L'n- (m)

    F("N/mm)

    (mm)

    y(mm)

    6(mm)

    6y(mm)

    A*%& (mm)

    A*%&y (mm)

    'yy

    (mm)

    '

    (mm)

    !#("N)

    :("N)

    :yy("N)

    ;'a%on("N)

    1(4e)

    3 (4e)columnposition(0,0)

    Pile

    3 (deiation)#(4e)

    1 (deiation)#(4e)

    3 (4e)

    1(4e)

    column position(0,0)

    /1 (4e)

    /3 (4e)

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    GUE & PARTNERS SDN. BHD. Project Title J

    (GEOTECHNICAL CONSULTANTS)

    Company No. 490887A Work Ref. S

    DESIGN SHEET

    TITLE Design Check Review D

    ;EF. CALCULATIONS

    Calculation 5or "oad Distriution in Pile !roup !ridline# 5678 Pilecap

    Number of Pile = :0

    Total Column oa! = ;

    Consider column position at coordinates (0,0)

    X and Y (Original) refer to the original pile location with respect to column position.

    X and Y (deiations) refer to the shifting of the pile head after installation.

    %o. Pile

    ('%) (m)

    # < $00 $ $ .0833 0.3333

    < $00 $ $ .0833 0.3333

    3 < $00 $ $ .0833 0.3333

    ESIGN OUT!UT

    D&$/@%*&@O% O5 C%&$ !$*@&Y 5O$ CO/8@%D CO"+/% "O*D@%!

    !rid"ine # 5678

    Pilecap $ef# 9P9

    /ethodolog3

    Column "oad ('%)"oad A Distance

    5rom Datum 5rom Datum

    (mm) (mm) X Y

    # 0 0 0 0 0

    0 0 0 0 0

    3 0 0 0

    4 0 0 0

    $ 0 0 0

    0 0 0

    7 0 0 0

    &otal 0 0 0

    Centroid , 1 < D@60-

    Centroid , 3 < D@60-

    Distance 1i

    Distance 3i

    Datum

    Center of!rait3

    C!

    Co&mn #

    Co&mn

    1

    3

    (1,3) 3i

    1i

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    1planator3 %otes#

    &itle # A>0#$ !%&' E'n,%%y Ana&y*%*

    $eision # ;0

    OBectie # #. To omp' 'a p%&' ,'a%on 6' o o&mn &oa6%n-

    %otes # #. ?'y %n ' @o&&o%n- 6'a%&* @o, ' p%&' ''n,%%y ana&y*%*

    a.) Nm', o@ p%&'*

    .) Toa& Co&mn Loa6%n-

    .) :om'n a = y 6%,'%on*

    6.) Ea !%&' A&&oa&' 5o,"%n- Loa6

    '.) !%&' L'n- a@', o@@

    6.) !%&' Ca,a',%*% S,'n- F

    @.) !%&' E'n,%%y

    Concept /ethod# #. Loa6%n- on p%&'* (on*%6',%n- o&mn &oa6%n- on&y)

    ! < !%&' S%@@n'** ;a%o Toa& Co&mn Loa6%n-

    !%&' S%@@n'** ;a%o


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