tcc82 pilecap design

8/9/2019 TCC82 Pilecap Design

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Project Spreadsheets to Eurocode 2 The Concrete Centre

Client BigBucks PLC Made by Date Page

Location Pilecap G14 Rod 2!"a#!1$ 2%2

Double Pilecap Checked Re&isio# "ob 'o

& 4() o# CD * 2))+ ! 2)1$ ,CC ! ! -B.2$

Usage: Traffic, 30 to 160kN

MATERIALS fck 35 N/mm 20 mm 1.5 concrete

fyk 500 N/mm S cover 50 mm 1.15 steel

Steel class A Btm cover 75 mm onc density 25 kN/m

!ile ca"acity 525 kN

CLU!N P"L#C$P

350 A #$00

350 B #1500

!ile % #$50 #$00

'olerance #0 ( #750

$00

D#$D "!P%#D &"ND

21) 10$.2 27.5 KEY

23.2 10.$ 2.7

0 0 0 STATUS*A+,- -(S,N

0.7 0.5

REINFORCEMENT

'TT! # 1$.2 kNm P"L# 1 P"L# (

d # 30.0 mm As # 12 mm k 4k 1$7. 12.7

7H16 B # 1$07 mm k 4k k 15. 20).3

TP # 0.0 kNm

d # 33).0 mm As # 0 mm

4H8 T # 201 mm $6) 02 '

L"N)%

*(d # 23 kN v(d # 1.1)5 N/mm

vd 2d/av # 0.)25 N/mm 761 01 B

As8/S # 0.1 mm +inks 116) 03.200 29116) 0$.200

4 Leg H8 ! "## LINKS # 1.0053 mm ELE$ATION

P/LEC0P DES/G' to E' 1%%2!1 2))4 3ithout 5 '06

7rigi#ated 8ro9 ,CC2(:ls

d: c

s

%IMENSIONSmm

##

de"t;6 #

COLUMN ACTIONSkN kNm c;aracteristic

A9ial


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Location Pilecap -1+ Rod 2!"a#!1$ 2%4

P/LEC0P DES/G' to E' 1%%2!1 2))4 3ithout 5 '06 Triple Pilecap Checked Re&isio# "ob 'o

7rigi#ated 8ro9 ,CC2(:ls & 4() o# CD * 2))+ ! 2)1$ ,CC ! ! -B.2$

a" load # 2.2 kN ro?" centre @ 751 m from "ile 1

P"L# 1 P"L# ( P"L# 3

k 4k 1$1.0 1.$ 12.5 . D#$D "!P%#D &"ND

k 4k k 139.9 173.4 199.6 9 10.0 5.0 2.0

1.35k 1.54k 1$. 23$.7 27.0 y 20.0 10.0 5.0

1.0k 1.5k 10).) 135.$ 155.$ .

5k 1.54k 0.75k 13.) 23).7 27$.1 .

1*3+k - 1*+.k 1*0k - 1*+&k 1*3+k - 1*+.k - 0*/+&k117.1 5.$ 11.$

113.1 5.5 115.


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Location Pilecap E12 Rod 2!"a#!1$ 2%$

P/LEC0P DES/G' to E' 1%%2!1 2))4 3ithout 5 '06 Pile Cap Checked Re&isio# "ob 'o


a" load # 55.1 kN

D#$D "!P%#D &"ND

9 0.0 0.0 0.0

P"L# 1 P"L# ( P"L# 3 P"L# y 0.0 0.0 0.0

k 4k 510.0 510.0 510.0 510.0 .

k 4k k 510.0 510.0 510.0 510.0 .

1.35k 1.54k 71).0 71).0 71).0 71).0

1.0k 1.5k 313.) 313.) 313.) 313.) .

5k 1.54k 0.75k 71).0 71).0 71).0 71).0

1*3+k - 1*+.k 1*0k - 1*+&k 1*3+k - 1*+.k - 0*/+&k

5). 25).3 5).5). 25).3 5).


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Location Pilecap D11 Rod 2!"a#!1$ 2%.

P/LEC0P DES/G' to E' 1%%2!1 2))4 3ithout 5 '06 + Pile Cap Checked Re&isio# "ob 'o


a" load # .7 kN

D#$D "!P%#D &"ND

9 1.1 5.3 2.1

y 23.3 10. 5.3

P"L# 1 P"L# ( P"L# 3 P"L# P"L# +

k 4k 1).1 1)1.3 1).5 1.) 1)3. .

k 4k k 170.7 185.1 192.0 206.4 188.5 .

1.35k 1.54k 232. 250. 25).$ 27.7 25$.

1.0k 1.5k 13$.1 1$.2 151.1 13.2 1$). .

5k 1.54k 0.75k 23$.5 253.7 22.5 2)1.7 25).1

1*3+k - 1*+.k 1*0k - 1*+&k 1*3+k - 1*+.k - 0*/+&k

33. 11.) 3$3.5

37.5 21).0 3).5


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Location Pilecap C1) Rod 2!"a#!1$ 2%

tcc82 pilecap design

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