1116-003-90-AC-S-002_Rev B Pile Capacity Check Up to 25M

7/25/2019 1116-003-90-AC-S-002_Rev B Pile Capacity Check Up to 25M

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PILE FOUNDATION DESIGN CALCULATIONS

REFERENCE CALCULATIONS

no(e)1)

3597

N

ODE-1

NODE-2

NODE-3

PILE LAYOUT

Z-Dir

X-Dir

4153

B

A

A

PILE CAP PLAN PILE CAP SECTION

C

Y1

F

A

Y2

E

DD

B

P1

P2 P3 H


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PILE FOUNDATION DESIGNFor Serviceability and Ultimate load Conditions, check pile capacity,

Pile cap design and Tower leg connection design.

SOIL PARAMETERS

Geotechnical See Geotechnical Investigation eport !k"lama F#$, %ec &''(

eport, %ec )'(

1.0 PILE CAPACITY*ppendi+, ''mm %ia CF* -Contino"s Flight *"ger concrete piles &/m penetration

Table 0.' Sa1e 2orking #oad -with Global Factor o1 Sa1ety 3 /.', S2# 3 463

Check 3No Pile o! "3# le$%&h 'e( c)'

Pile dimensions4

%iameter ''

length 3 # &/

PILE CAP SI*ING +See Fi%,(e A1 )-oe/

$S 5''640(57

8./.6.& * 3 &.'

$ 3 &.&8

C -pile spacing 3 0.8'

% 3 '.6'

! 3 '.5'

F 3 '.5'

9 -pile cap thickness 3 0&''.''

DESIGN DATA

Cover to main rein1t c 3 '

&'

Pile spacing not less than pile perimeter 3 x'.m 3 0.8m

%iameter o1 main rein1t, =


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CONSIDER NODE 1 +IN COMPRESSION/

COMPRESSION CAPACITYSee Table *0above, 1or reaction loads

Table:*0 86.''

0&8.

Table:*0 /5.''

;oment d"e to lateral load4

006'6/./&


To&)l Lo)

*+ial, < 3 8'0.

;oment, ; 3 6/./&

Co#',&e Pile Lo)

where

n 3 n"mber o1 piles /

y 3 respective pile distance to centroid

=0 3 '.(5

=& 3 '.6(

%iameter o1 pile 3 ''

0.66

S"bstit"ting as 1ollows4

"63.30

or &'6.6'

463

O2

TENSION+PULLOUT/ CAPACITY

Check capacity o1 1o"ndation to withstand p"llo"t d"e to tension>overt"rning l

Consider node at ;a+im"m Tension #oad

See Tower %esign eport sec 8.&, pg 8

*+ial #oad, Fy3

*dd sel1 weight o1 pile cap 3 --*@!A-'.-*AF-$:!@9@

#ateral #oad, FB3

Take lever arm, #a3 -9:c:>&

;oment, ; 3 FB@#

a

Pn3 -P>n A>: -; @ y>y&

Pn3 espective pile #oad

y&3 -y0&A -y&&A -y/& 3

Pn3 -P>n A>: -; @ y>y&

M)i#,# Pile Lo) P1

Pile Sa1e 2orking #oad -S2#, Pc3

;a+im"m Pile #oad P0-&7/./D


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S,##)&io$ o! Lo)

*+ial, < 3 :667.6'7;oment, ; 3 6/./&

Co#',&e Pile Lo)

=0 3 '.(5

=& 3 '.6(

0.66S"bstit"ting above and minding the signs

:00(./8

or 15."5

P& 3 P/ :0/6.0&

or 163.71

No&e8n A>: -; @ y>y&

y&

3 -y0&

A -y&&

A -y/&

3

P03

P$e&

3 0no pile + 085.&8 D< A &


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Total capacity per pile cap 3 /;a+ Tensile Force

For the pile cap

Ultimate Upli1t -Tension capacity 3 &'&0.7'

'.&(

F.S. 3 &'&0.7>'.&( 4.00O2


".0 PILE CAP DESIGN

Section /.00.6 For Ultimate #oad eactions

$S500':0,0((8 See Fig"re */ and Table $0 above

Pile cap shall be designed "sing the beam theory

Take 1actor o1 Sa1ety F. S. 0.'

Table $0 Check


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where

n 3 n"mber o1 piles /

y 3 respective pile distance to centroid

=0 3 '.(5

=& 3 '.6(

0.66S"bstit"ting as be1ore4

394.97


Take band width 1or pile cap, b 3 Mpile A 0' 7';a+im"m moment in pile cap as 1ollows4

; 3 P#>6 per band

P 3 ma+im"m pile load 3 /(6.(

# 3 pile spacing 3 0.8'

; 3 /(6.(+0.8>6 per band 078.5

!11ective depth o1 pile cap -ass"ming &'mm %ia rods,

Section /.6.6.6 d 3 006'

$S500':0,0((8 '.''8(

B 3 '.(d 3 0'5/.''

(/7.&5

Table /.& or 066'.6&8

$S 500':0((8 Check ;inim"m *rea o1 steel, '.0/Jbh 3 07'.''

P(oie Y"0 -)( > 157 ?o&&o#

Pn3 -P>n A>: -; @ y>y&

Pn3 #oad per pile

y&

3 -y0&

A -y&&

A -y/&

3

;a+im"m Pile #oad 3 P03

D 3 ; > b@d&@Fc"

3

*rea o1 steel re"ired *sre

4

*s-per band 3 ;>'.(@Fy@B 3

%


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5&

;a+im"m Shear 1orce per $and 3 P>& 0(8.68$S 500' Shear stress at critical section

Sec. /.00.6./, v 3 >bd '.&8

/...& 0''*s>bd 3 '.&6

Table /.5 '.6'

/.00.6.6 O2

'.0$S 500' /.(&

/.8.8.& 0.8

v E &d>av @ vc O2

No he)( (ei$!o(ce#e$& i (e,i(e


PILE INTEGRITY

Pile dimensions

%iameter ''

#enght # 3 &/

Cross sectional *rea * 3 0(7/6(.

0(7/

394.97

?nly nominal rein1orcement is re"ired

85./(5&

*ss"me %ia o1 rods 3 0&

P(oie Y1" Bi&h Y170cc Li$k

904.5

av 3

65& A hp>

vc

3

v-'.&8mm& E vc-'.6mm&

av>d 3&d>a

v

!nhanced shear 3 &d>av @ vc

Pile Ultimate #oad, 1p3 570+0'''>'.7+1

c"

6c& A 7''c : /0& 3 '

FIGURE A/: ,ASE PLATE PLAN


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She)( c)')ci&:

/'Cls 7./.& 8

$S(':04&'''

$olt %ata /8

Steel ;an"al 70

Check 5 n"mber o1 $olts, n 3 5

Total capacity 3 nP 075/CASE "8 TENSION LOADING

Consider tension load on base d"e to load reversal

*s be1ore, ;a+im"m Tension 3 ;a+im"m Compression

570.'

Table /6 0'8.7

$S(':04&''' Tension capacity o1 bolts$olt %ata &0.//

Steel ;an"al 70

&'0'.7&6

She)(

Shear 1orce to be resisted 8

075/7./.6.6 Check co#-i$e he)( )$ Te$io$

$S(':04&''' Combined shear and tension

'.67

No; 30## Di) ?ol& '(oie O2

Check /'mm %ia anchor bolts, 3

Shear 1orce to be resisted Fs3

Shear capacity o1 bolts, P 3 Ps*

s

Ps3 shear strength per bolt

*s3 tensile stress area

Ft3

Tension carried by each bolt appro+, Ft>5

Pt3 '.5p

t*

t

*t, tensile stress area 3

Total Capacity, nPt3

Total Shear capacity o1 bolts, P 3 Ps*s

Fs>P

sA F

t>P

t/0.6


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TA,LE 10: PILE ,EARING CAPACITY

Pi+( Di#0(,(r = 400

E- B(#ri-) C##!i,

S6i- Fri!,i&- C##!i,

U+,i0#,( Pi+( C##!i,

A++&'#%+( Pi+( C##!i, S8L

END BEA:IN;

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S#-


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SIN F:ICTION


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+#(r


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TA,LE 10: PILE ,EARING CAPACITY

Pi+( Di#0(,(r = 400

E- B(#ri-) C##!i,

S6i- Fri!,i&- C##!i,

U+,i0#,( Pi+( C##!i,A++&'#%+( Pi+( C##!i, S8L

END ,EARING S2IN FRICTION

1116-003-90-AC-S-002_Rev B Pile Capacity Check Up to 25M

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