Design of Pile Vvv

Embed Size (px)

Citation preview

  • 8/17/2019 Design of Pile Vvv

    1/4

    DESIGN OF PILE

    DATA:

    Diameter of pile= 300 mm

    30

    415

    Cover= 40 mm

    Depth= 6000 mm

    Live load= 1617.2 KN

    LOAD CALCULATION:

    = 10.1736 KN

     Total load= D.L+L.L= 1627.3736 KN

    Load i!l"di# impa!t fa!tor=1.1$T.L

    = 17%0.111 KN

    &ervi!e load o pile=T.L'4

    = 406.(434KN

    De)i# load= )ervi!eload $1.5

    = 610.2651KN

    LONGITUCINAL REINFORCEMENT:

    *(%2.(2052 ,rea ever -e e#ati

    miim"m reifor!emet=0.0125$area of !ro)) )e!tio

    ((3.125

    dia of -ar= 16 mmo of -ar) = 4.3%4531

    therfore provide 5 o)

    LATERAL REINFORCEMENT(ties):

    Dia of rod= 10 mm

    vol"me of oe tie= 6%0(0

    if pit!h of the tie i) p

    the vol"me of pile per pit!h le#th=.2/area of !ro)) )e

    = 4((.(((% mm

    maim"m permi))i-le pit!h= D'2= 150rovide 10mm diameter -ar) tie) at 150mm !etre).

    f !

    = N'mm2

    f = N'mm2

    &elf ei#ht of pile=$d2$l$24'4

      " = 0.4f 

    !$,

    #+0.67f 

    *0.4f 

    !,

    )!

    ,)!=

    ,)!= mm2

    mm3

  • 8/17/2019 Design of Pile Vvv

    2/4

    LATERAL REINFORCEMENT NEAR PILE HEAD:

    )piral reifor!emet i) provided i the !ore of the pile h

    3D= %00 mm

    vol"me of the )piral per le#th=0.6 /of area of !ro)) )

    = 423.%

    dia of rod= 10 mm

    a)t of rod= 7(.5

    !ir!"mfere!e= 1(0

    if the pit!h of )piral diameter of )piral i)

    p=!i!"mfere!e of )piral$,)t of rod 'vol"me of )piral

    p=

    p= 33.33 mm

    provide 10mm diameter rod )piral at a pit!h of 30mm!'

    a le#th %00mm ear pile head

    LATERAL REINFORCEMENT NEAR PILE END:)piral reifor!emet i) provided i the !ore of the pile e

    3D= %00 mm

    vol"me of )piral= 6%0(0

    dia of rod= 10 mm

    7(.5

    if the pit!h of )piral diameter of )piral i)

    p= vol"me'6/0f !ro)) )e!tio

    = 162.%62%6 mm

    provide 10mm diameter rod )piral at a pit!h of 50mm!'

    a le#th %00mm ear pile ed the )piral i) e!lo)ed i)

    the mai reifor!emet

    SPACER AND LIFTING HOLES:

    rovide )pa!er i pair of )teel ")i# 32mm dia -ar )pa!

    at 3000mm !etre) rovide 32mm diameter hole) at3

    from pile ed

    mm3

    mm2

    !ir!"mfere!e$,)'vol"me of )piral

    mm3

    ,&= mm2

  • 8/17/2019 Design of Pile Vvv

    3/4

    ve

    !tio $p

    mm

  • 8/17/2019 Design of Pile Vvv

    4/4

    ad i)

    !tio

    for

    d i)

    for

    ide of

    r

    000mm