CID Pilecaps

5/21/2018 CID Pilecaps

1/96

Project Lotsafee House

Client BigBucks PLC Made by Date Page

Location Pilecap G14 Rod 23-Jul-14 101

PILECAP DESIGN to BS 8110:1997 Checked Revision Job No

Originated from CiD Pilecaps.xlson CD 2001 Concrete Innovation & Design - - P200

MATERIALS fcu 35 N/mm h agg 20 mm c

1.5 concrefy 460 N/mm S cover 50 mm s 1.05 steel

Pile capacity 200 kN m cover 75 mm onc density 23.6 kN/m

DIMENSIONS mm

A = 400= 350 B = 1500= 350 C = 400

E = 750

Pile = 375 epthH = 400

COLUMN ACTIONS kN, kNm characteristic

DEAD IMPOSED WIND

Axial (kN) 218 104.2 27.5 PLOT (to scale)

PILECAP

COLUMN

UNREGISTERED

COPY

Concrete Innovation & Desig

Double Pilecap

KEY

. . .

H (kN) 0 0 0

REINFORCEMENT PILE REACTIONS kN

BOTTOM M = 156.5 kNm PILE 1 PILE 2

d = 309.0 mm, As = 1,243 mm Gk + Qk 147.4 192.2

7 T16 B = 1,407 mm Gk + Qk +Wk 159.3 207.7TOP M = 0.0 kNm

d = 337.0 mm, As min = 416 mm

6 T10 T = 471 mm 6 T10 02 T

LINKS

V = 279.7 kN, v = 1.131 N/mm

vc = 0.625 N/mm

(v - vc)b = 405.1 N/mm Links 11 T8 03.200 + 2x11 T8 04.200

4 Legs T8 @ 200 LINKS = 440.4 N/mm

VALID DESIGNSTATUS

ELEVATION

7 T16 01 B


2/96



Location Pilecap F13 Rod 23-Jul-14 15


Originated from CiD Pilecaps.xls on CD 2001 Concrete Innovation & Design - - P200

Cap load = 27.6 kN Group centre @ 751 m from pile 1

PILE REACTIONSkN

PILE 1 PILE 2 PILE 3 OVERTURNING MOMENTS- kNmchar

Gk + Qk 140.4 168.9 191.9 . DEAD IMPOSED WIND

k + Qk +Wk 139.3 172.9 199.0 . Mx 10.0 5.0 2.0

.4Gk + 1.6Qk 189.9 231.6 265.4 My 20.0 10.0 5.0

Gk + 1.4Wk 99.2 125.3 145.0 .

(Gk+Qk+Wk) 156.2 196.4 227.8

BENDING MOMENTS- kNm

Myvof colM ^of col

Mx

E-W STEEL N-S STEEL

'

172.5 94.3 148.1

112.0 60.9 95.6

1.4Gk + 1.6Qk Gk + 1.4Wk

114.0 59.6 93.8

Concrete Innovation & Desig

Triple Pilecap

1.2(Gk+Qk+Wk)

UNREGISTERED

COPY

= . = . = .

b = 1050 b = 1798 min As = 0.13%

d = 307.0 d = 287.0

K = 0.0498 K = 0.0220

z = 288.9 z = 272.7

As = 1363 As = 955

Provide 1363 Provide 955

No = 5 No = 4

As prov = 1571 As prov = 1257

fs = 266 fs = 233

Max clear S = 280.0 Max clear S = 280.0

Min clear S = 25.0 Min clear S = 25.0

Clear S = 121.0 5 T20 B Clear S = 168.0 4 T20 B

SHEAR Crit section is 112.5 from pile centres

PILES 2 & 3 8links

V = 265.4 b = 1050 As% = 0.487 .

av = 537.5 v = 0.8233 c 2d/av = 0.6790

(v - vc)b = 420.0 of legs = 3 Spacing = 150 3 Legs T8 @ 150 LINKSPILE 1 8links

V = 189.9 b = 1234 As% = 0.355 .

av = 638.2 v = 0.5361 vc = 0.5348

(v - vc)b = 493.6 of legs = 4 Spacing = 175 4 Legs T8 @ 175 LINKS

PUNCHING Column Face At Fig 3.23 critical section

V = 686.8 =4167 d ave = 297

v = 1.927 v = 0.555 av = 494.0

v max = 4.733 ok c 2d/av = 0.655 ok


3/96



Location Pilecap E12 Rod 23-Jul-14 29PILECAP DESIGN to BS 8110:1997 Checked Revision Job No


Cap load = 42.5 kN OVERTURNING MOMENTS- kNmcharacte

DEAD IMPOSED WIND

PILE REACTIONSkN Mx 10.5 5.2 2.1

PILE 1 PILE 2 PILE 3 PILE 4 My 20.9 10.5 5.2

Gk + Qk 150.5 162.6 174.6 186.7 .

k + Qk +Wk 151.1 164.8 179.3 192.9 .

.4Gk + 1.6Qk 202.5 220.2 237.9 255.6

Gk + 1.4Wk 107.5 117.8 129.2 139.5 .

(Gk+Qk+Wk) 168.6 185.0 202.4 218.8


Myvof col

My of colMyof col

E-W STEEL BOTTOM TOP N-S STEEBOTTOM TOP

101.4 159.1

1.4Gk + 1.6Qk Gk + 1.4Wk 1.2(Gk+Qk+Wk)

237.9 128.7 201.9

190.2

220.2 118.4 185.5222.1 120.9 189.5

Concrete Innovation & Design

4 Pile Cap

UNREGISTERED

COPY

M = 237.9 0.0 M = 222.1 0.0 K' = 0.1558

b = 2000 2000 b = 2000 2000 min As = 0.13%

d = 369.0 395.0 d = 357.0 385.0

K = 0.0250 0.0000 K = 0.0249 0.0000

z = 350.6 375.3 z = 339.2 365.8

As = 1549 0 As = 1495 0

Provide 1549 0 Provide 1495 0No = 14 8 No = 14 8

As prov = 1583 628 As prov = 1583 628

fs = 300 8 T10 T1 fs = 289 8 T10 T2Max clear S = 288.0 Max clear S = 288.0


Clear S = 132.0 Clear S = 132.0

14 T12 B1 14 T12 B2

BEAM SHEAR Critical section is 112.5 mm from pile centres

EW (NS plane) 8links

V = 475.8 v = 0.6447 As% = 0.215 .

av = 537.5 c 2d/av = 0.5930 v - vc b = 800.0No of legs = 8 Spacing = 200 8 Legs T8 @ 200 LINKS

NS (EW plane)

V = 493.5 v = 0.6911 As% = 0.222 .

av = 537.5 c 2d/av = 0.5800 (v - vc)b = 800.0

No of legs = 8 Spacing = 200 8 Legs T8 @ 200 LINKS

PUNCHING Column Face At Fig 3.23 critical section

V = 916.2 =4300 d ave = 363

v = 1.803 v = 0.587 av = 537.5

v max = 4.733 ok c 2d/av = 0.589 ok


4/96



Location Pilecap D11 Rod 23-Jul-14 55



Cap load = 91.3 kN OVERTURNING MOMENTS- kNmcharacteristic

DEAD IMPOSED WINDMx 19.1 5.3 2.1

My 23.3 10.6 5.3

PILE REACTIONSkN

PILE 1 PILE 2 PILE 3 PILE 4 PILE 5

Gk + Qk 167.0 180.3 185.5 198.7 182.9 .

k + Qk +Wk 169.6 184.0 190.9 205.3 187.5 .

.4Gk + 1.6Qk 215.8 235.0 242.8 261.9 238.9

Gk + 1.4Wk 114.5 126.5 131.2 143.2 128.8 .

(Gk+Qk+Wk) 181.6 198.9 207.2 224.5 203.0


Myvof col

My of col

Myof col


346.9

388.4

318.5

345.1

1.4Gk + 1.6Qk Gk + 1.4Wk

332.2

270.0

294.0

185.4

211.1

170.6

187.3

UNREGISTERED

COPY

292.8

5 Pile Cap

1.2(Gk+Qk+Wk)

E-W STEEL BOTTOM TOP N-S STEEBOTTOM TOP

16 12 16 12

M = 345.1 0.0 M = 388.4 0.0 K' = 0.1558

b = 2539 2539 b = 2539 2539 min As = 0.13%

d = 501.0 532.0 d = 517.0 544.0

K = 0.0155 0.0000 K = 0.0164 0.0000

z = 476.0 505.4 z = 491.2 516.8

As = 1655 0 As = 1805 0Provide 1980 0 Provide 1980 0

No = 10 10 No = 10 10

As prov = 2011 1131 As prov = 2011 1131

fs = 252 10 T12 T2 fs = 275 10 T12 T1Max clear S = 284.0 Max clear S = 284.0


Clear S = 251.0 Clear S = 251.0

10 T16 B2 10 T16 B1


EW NS lane 10links

V = 496.9 v = 0.3906 As% = 0.158 .

av = 807.0 vc = 0.4746 (v - vc)b = 1015.6No of legs = 10 Spacing = 325 10 Legs T10 @ 325 LINKS

NS EW lane

V = 504.7 v = 0.3845 As% = 0.153 .

av = 807.0 vc = 0.4847 v - vc b = 1015.6


PUNCHING Column Face No other critical section

V = 955.5 =6456 d ave = 509

v = 1.251 v = 0.000 av = 807.0

v max = 4.733 ok c 2d/av = 0.480 ok


5/96



Location Pilecap C10 Rod 23-Jul-14 28



Cap load = 101.2 kN OVERTURNING MOMENTS- kNm characteristic

DEAD IMPOSED WINDMx 19.2 5.3 2.1

My 23.4 10.7 5.3

PILE REACTIONS kN

PILE 1 PILE 2 PILE 3 PILE 4 PILE 5 PILE 6

Gk + Qk 141.2 153.8 147.8 160.3 154.3 166.9 .

k + Qk +Wk 144.2 157.9 151.8 165.5 159.4 173.0 .

.4Gk + 1.6Qk 180.4 198.5 190.0 208.1 199.6 217.7

Gk + 1.4Wk 95.7 107.1 101.7 113.0 107.6 119.0 .

(Gk+Qk+Wk) 151.9 168.3 161.0 177.4 170.1 186.5

BENDING MOMENTS - kNm

M v of col

My ^of col

M of col

- -

6 Pile Cap

UNREGISTERED

COPY


1.4Gk + 1.6Qk Gk + 1.4Wk 1.2(Gk+Qk+Wk)

252.8

397.9 213.0 336.2

438.2 237.9 374.4

270.8 144.9 229.4

296.6 161.1

- -

16 12 16 12

M = 296.6 0.0 M = 438.2 0.0 K' = 0.1558

b = 3300 3300 b = 2000 2000 min As = 0.13%

d = 551.0 582.0 d = 567.0 594.0

K = 0.0085 0.0000 K = 0.0195 0.0000

z = 523.5 552.9 z = 538.7 564.3

As = 1293 0 As = 1857 0Provide 2789 0 Provide 1857 0

No = 14 14 No = 10 10

As prov = 2815 1583 As prov = 2011 1131

fs = 141 4 T12 T2 fs = 283 10 T12 T1

Max clear S = 284.0 Max clear S = 284.0


Clear S = 227.4 Clear S = 191.1

14 T16 B2 10 T16 B1


EW (NS plane) 10 links

V = 624.4 v = 0.3434 As% = 0.155 .

av = 537.5 c 2d/av = 0.7783 v - vc b = 1320.0


NS (EW plane)

V = 417.3 v = 0.3680 As% = 0.177 .

av = 1187.5 vc = 0.3972 v - vc b = 800.0


PUNCHING Column Face No other critical section

V = 1194.4 = 6504 d ave = 559

v = 1.257 v = 0.000 av = 537.5

v max = 4.733 ok c 2d/av = 0.808 ok


6/96

Bar schedule ref : 202 01 Rev: -

Site ref : Date prepared :

Job no : P2000 UNREGISTERED COPY Prepared by : Rod hecked by : -

A * B * C * D * E/R *

mm mm mm mm mm

01 T 16 4 7 28 2375 21 130 2175

02 T 10 4 6 24 2175 00

03 T 8 4 11 44 2075 51 270 695 115

04 T 8 4 22 88 500 31 115 50 270 115

3-Pile Caps 05 T 20 3 5 15 2275 21 245 1890

06 T 12 3 3 9 1875 00

07 T 8 3 12 36 1975 51 270 650 115

08 T 8 3 12 36 500 31 115 50 270 115

09 T 20 3 4 12 2000 21 190 1715

10 T 12 3 4 12 1700 00

Type andsize

No.

ofmbrs

Lotsafee House


23-Jul-14

Double

Pilecaps

Member Bar mark

No. of

barsin

each

Total No.

Length of

each bar

mm

Shapecode

11 T 8 3 7 21 1800 51 235 600 115

12 T 8 3 14 42 475 31 115 50 235 115

4-Pile 13 T 12 5 14 70 2100 21 125 1890

14 T 10 5 8 40 1875 00

15 T 12 5 14 70 2100 21 125 1890

16 T 10 5 8 40 1875 00

17 T 8 5 80 400 525 31 115 50 295 115

5-Pile 18 T 16 2 10 20 2625 21 130 2410

19 T 12 2 10 20 2400 00

21 T 16 2 10 20 2650 21 145 2410

22 T 12 2 10 20 2400 00

20 T 10 2 80 160 700 31 120 60 440 120

6-Pile 23 T 16 1 14 14 2100 21 130 1890

24 T 12 1 14 14 1875 00

26 T 16 1 10 10 3450 21 165 3175

27 T 12 1 10 10 3175 00

28 T 10 1 84 84 750 31 120 60 490 120

This schedule complies with BS 8666. ILECAP DESIGN to BS 8110:1997

* Specified in multiples of 5mm. 2000 Concrete Innovation & Design Specified in multiples of 25mm.

1,373 kg on this schedule


7/96

NOTES

Concrete grade C35.

Cover 75 mm bottom.

Cover 50 mm top & side

-4No

-3No

Refer to GA drawings

for orientation and

dimensions.

-5No

This drawing is

PLAN (Pilecap F13)

ELEVATION

6 T10 02 T

8 T10 16 T

7 T16 01 B

Links 8x10 T8 17 200

4 T12 10 T 4 T20 09 B

8 T10 14 T1 T12 13 B1

8 Link Legs

T12 15 B2

5 T20 05 B

PLAN (Pilecap G14) PLAN (Pilecap E12)

2Pile

Cap

3Pile

Cap

inks 11 T8 03.200 + 2x11 T8 04.20

ELEVATION

4Pile

Cap

.

Connecting slabs &

ELEVATION

ks 12 T8 07 150 + 12 T8 08 1

ks 7 T8 11 175 + 2x7 T8 12 1

3 T12 06 T

cksPLC

feeHouse

DCOPY

PLAN (Pilecap C10)

ELEVATION

10 T12 22 T1 10 T16 21 B1 14 T16 23

Links 10x8 T10 20 325

10 T12 19 10 T12 27

ELEVATION

Big

B

Lot

sa

Projec

t

Client

T16 18 B2

NREGISTE

T16 26 B1

T12 24 T2

202

23-Ju

l-14

-

DwgNo

Date

Revision

P2000

14 Link Legs

JobNo

teInnovation&

Desig

PLAN (Pilecap D11)

5Pile

Cap-

2N

o

p-

1No

ELEVATIONLinks 14x6 T10 25 35010 Link Legs

Ro

d-

Checked

Concr

Madeby

ELEVATION 6Pile

C


8/96

DiagramsDOUBLE Control

Cap X 0 0 800 800 0 2300 C/L -50 850 400 400

Cap Y 0 2300 2300 0 0 800 1150 1150 -50 2350

Column X 225 225 575 575 225 Fill 260 260 295 295 330 330 365 365

Column Y 975 1325 1325 975 975 975 1325 975 1325 975 1325 975 1325375 diameter piles

X 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### -93.8 -64.1

Y ##### ##### ##### ##### ##### ##### -93.8 -64.1 -32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2

Pile X 400.0 367.4 335.9 306.3 279.5 256.4 237.6 223.8 215.3 212.5 215.3 223.8 237.6 256.4 279.5 306.3 335.9

Pile 1 Y 212.5 215.3 223.8 237.6 256.4 279.5 306.3 335.9 367.4 400.0 432.6 464.1 493.8 520.5 543.6 562.4 576.2

Pile 2 Y 1713 1715 1724 1738 1756 1779 1806 1836 1867 1900 1933 1964 1994 2021 2044 2062 2076ELEVATION

Cap X 0 0 2300 2300 0

Cap Y 240 640 640 240 240

Piles X 212.5 212.5 587.5 587.5 1713 1713 2088 2088 Col X 975 975 1325 1325

Piles Y 0 240 0 240 0 240 0 240 Col Y 640 940 640 940

Cutoff X 212.5 212.5 587.5 587.5 1713 1713 2088 2088

Cutoff Y 240 290 290 240 240 290 290 240

Bar X 50 50 2250 2250 space No start end

Top bar Y 580 580 580 580 centre 1260 7 550 1750

Btm bar Y 455 325 325 455 ends 230 2 65

E Links X 65 65 65 65 265 265 2235 2235 2235 2235 2035 2035

E Links Y 315 590 315 590 315 590 315 590 315 590 315 590

C Links X 550 550 750 750 950 950 1150 1150 1350 1350 1550 1550

C Links Y 315 590 315 590 315 590 315 590 315 590 315 590TRIPLE

Cap X 0 0 2000 2000 1350 650 0 0 1826 C/L 0 2000 1000 1000

Control


9/96

Cap Y 1126 1826 1826 1126 0 0 1126 0 2000 1101 1101 -50 1876

Column X 850 850 1150 1150 850 Fill 880 880 910 910 940 940 970 970

Column Y 950.7 1251 1251 950.7 950.7 950.7 1251 950.7 1251 950.7 1251 950.7 1251

375 diameter piles

X 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### -93.8 -64.1

Y ##### ##### ##### ##### ##### ##### -93.8 -64.1 -32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2

Pile 1 X 1000 967 936 906 879 856 838 824 815 813 815 824 838 856 879 906 936

Pile 2 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286

Pile 3 X 1650 1617 1586 1556 1529 1506 1488 1474 1465 1463 1465 1474 1488 1506 1529 1556 1586

Pile 1 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526

Pile 2&3 Y 1289 1291 1300 1314 1332 1355 1382 1412 1443 1476 1509 1540 1570 1597 1620 1638 1652SOUTH ELEVATION

Cap X 0 0 2000 2000 0 650 650 1350 1350

Ca Y 240 640 640 240 240 240 640 240 640

Piles X 162.5 162.5 537.5 537.5 1463 1463 1838 1838 Col X 850 850 1150 1150

Piles Y 0 240 0 240 0 240 0 240 Col Y 640 940 640 940

Cutoff X 162.5 162.5 537.5 537.5 1463 1463 1838 1838 813 813 1188 1188

Cutoff Y 240 290 290 240 240 290 290 240 0 240 0 240

Top bar X 50 50 1950 1950

Top bar Y 580 580 580 580 space No start end

Btm bar X 50 50 1950 1950 centre 1075 8 475 1525

Btm bar Y 555.5 325 325 555.5 ends 187.5 2 68.75E Links X 68.75 68.75 68.75 68.75 218.8 218.8 1931 1931 1931 1931 1781 1781

E Links Y 315 590 315 590 315 590 315 590 315 590 315 590

C Links X 475 475 625 625 775 775 925 925 1075 1075 1225 1225

C Links Y 315 590 315 590 315 590 315 590 315 590 315 590EAST ELEVATION

Cap X 0 0 1826 1826 0 1126 1126

Cap Y 240 640 640 240 240 240 640

Piles X 162.5 162.5 537.5 537.5 1289 1289 1664 1664 Col X 951 951 1251 1251


10/96

Piles Y 0 240 0 240 0 240 0 240

Cutoff X 162.5 162.5 537.5 537.5 1289 1289 1664 1664

Cutoff Y 240 290 290 240 240 290 290 240

Top bar X 50 766 1126 1776

Top bar Y 568 568 568 568 space No start end

Btm bar X 50 50 1776 1776 centre 826 5 413 1113

Btm bar Y 527 337 337 527 ends 187.5 2 56.25

E Links X 56.25 56.25 56.25 56.25 231.3 231.3

E Links Y 327 580 327 580 327 580

C Links X 413 413 588 588 763 763 938 938 1113 1113 1113 1113

C Links Y 327 580 327 580 327 580 327 580 327 580 327 580QUADRUPLE Control

Cap X 0 0 2000 2000 0 2000 C/L -50 2050 1000 1000

Ca Y 0 2000 2000 0 0 2000 1000 1000 -50 2050

Column X 850 850 1150 1150 850 Fill 880 880 910 910 940 940 970 970

Column Y 800 1200 1200 800 800 800 1200 800 1200 800 1200 800 1200

375 diameter piles

X 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### -93.8 -64.1

Y ##### ##### ##### ##### ##### ##### -93.8 -64.1 -32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2

Pile 1&3 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286

Pile 2&4 X 1650 1617 1586 1556 1529 1506 1488 1474 1465 1463 1465 1474 1488 1506 1529 1556 1586

Pile 1&2 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526Pile 3&4 Y 1463 1465 1474 1488 1506 1529 1556 1586 1617 1650 1683 1714 1744 1771 1794 1812 1826

SOUTH ELEVATION

Cap X 0 0 2000 2000 0

Cap Y 270 720 720 270 270

Piles X 162.5 162.5 537.5 537.5 1463 1463 1838 1838 Col X 850 850 1150 1150

Piles Y 0 270 0 270 0 270 0 270 Col Y 720 1058 720 1058

Cutoff X 162.5 162.5 537.5 537.5 1463 1463 1838 1838

Cutoff Y 270 320 320 270 270 320 320 270 No start end S


11/96

Top bar X 50 1950 Btm bar X 50 50 1950 1950 10 100 1900 200

Top bar Y 670 670 Btm bar Y 470 345 345 470 8 100 1900 257

Links X 100 100 357 357.1 614 614.3 871 871.4 1129 1129 1386 1386

Links Y 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5EAST ELEVATION

Cap X 0 0 2000 2000 0

Cap Y 270 720 720 270 270

Piles X 162.5 162.5 537.5 537.5 1463 1463 1838 1838 Col X 800 800 1200 1200

Piles Y 0 270 0 270 0 270 0 270 Col Y 720 1058 720 1058

Cutoff X 162.5 162.5 537.5 537.5 1463 1463 1838 1838

Cutoff Y 270 320 320 270 270 320 320 270 No start end S

Top bar X 50 1950 Btm bar X 50 50 1950 1950 10 100 1900 200

Top bar Y 645 645 Btm bar Y 495 370 370 495 8 100 1900 257

Links X 100 100 300 300 500 500 700 700 900 900 1100 1100QUINTRUPLE Control

Cap X 0 0 2539 2539 0 2539 C/L -50 2589 1270 1270

Cap Y 0 2539 2539 0 0 2539 1270 1270 -50 2589

Column X 1045 1045 1495 1495 1045 Fill 1090 1090 1135 1135 1180 1180 1225 1225

Column Y 1120 1420 1420 1120 1120 1120 1420 1120 1420 1120 1420 1120 1420

375 diameter piles

X 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### -93.8 -64.1

Y ##### ##### ##### ##### ##### ##### -93.8 -64.1 -32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2Pile 1&3 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286

Pile 2&4 X 2189 2156 2125 2095 2068 2045 2027 2013 2004 2002 2004 2013 2027 2045 2068 2095 2125

Pile 5 X 1270 1237 1205 1176 1149 1126 1107 1093 1085 1082 1085 1093 1107 1126 1149 1176 1205

Pile 1&2 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526

Pile 3&4 Y 2002 2004 2013 2027 2045 2068 2095 2125 2156 2189 2222 2253 2283 2310 2333 2351 2365

Pile 5 Y 1082 1085 1093 1107 1126 1149 1176 1205 1237 1270 1302 1334 1363 1390 1413 1432 1446SOUTH ELEVATION

Cap X 0 0 2539 2539 0


12/96

Cap Y 360 960 960 360 360

Piles X 162.5 162.5 537.5 537.5 2002 2002 2377 2377 Col X 1045 1045 1495 1495

Piles Y 0 360 0 360 0 360 0 360 Col Y 960 1410 960 1410

Cutoff X 162.5 162.5 537.5 537.5 2002 2002 2377 2377 1082 1082 1457 1457

Cutoff Y 360 410 410 360 360 410 410 360 0 410 410 0 No start end

Top bar X 50 2489 Btm bar X 50 50 2489 2489 8 132 2407

Top bar Y 885 885 Btm bar Y 590 460 460 590 10 100 2439

Links X 132 132 457 457 782 782 1107 1107 1432 1432 1757 1757


Cap X 0 0 2539 2539 0

Cap Y 360 960 960 360 360

Piles X 162.5 162.5 537.5 537.5 2002 2002 2377 2377 Col X 1120 1120 1420 1420

Piles Y 0 360 0 360 0 360 0 360 Col Y 960 1410 960 1410

Cutoff X 162.5 162.5 537.5 537.5 2002 2002 2377 2377 1082 1082 1457 1457


Top bar X 50 2489 Btm bar X 50 50 2489 2489 8 132 2407

Top bar Y 910 910 Btm bar Y 565 435 435 565 10 100 2439

Links X 100 100 359.9 359.9 619.8 619.8 879.7 879.7 1140 1140 1399 1399SEXTRUPLE Control

Cap X 0 0 2000 2000 0 3300 C/L -50 2050 1000 1000

Cap Y 0 3300 3300 0 0 2000 1650 1650 -50 3350Column X 825 825 1175 1175 825 Fill 860 860 895 895 930 930 965 965

Column Y 1400 1900 1900 1400 1400 1400 1900 1400 1900 1400 1900 1400 1900

375 diameter piles

X 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### -93.8 -64.1

Y ##### ##### ##### ##### ##### ##### -93.8 -64.1 -32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2

Pile 1,3,5 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286

Pile 2,4,6 X 1650 1617 1586 1556 1529 1506 1488 1474 1465 1463 1465 1474 1488 1506 1529 1556 1586

Pile 1&2 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526


13/96

Pile 3&4 Y 1463 1465 1474 1488 1506 1529 1556 1586 1617 1650 1683 1714 1744 1771 1794 1812 1826

Pile 5&6 Y 2763 2765 2774 2788 2806 2829 2856 2886 2917 2950 2983 3014 3044 3071 3094 3112 3126SOUTH ELEVATION

Cap X 0 0 2000 2000 0

Cap Y 390 1040 1040 390 390

Piles X 162.5 162.5 537.5 537.5 1463 1463 1838 1838 Col X 825 825 1175 1175

Piles Y 0 390 0 390 0 390 0 390 Col Y 1040 1528 1040 1528

Cutoff X 162.5 162.5 537.5 537.5 1463 1463 1838 1838

Cutoff Y 390 440 440 390 390 440 440 390 No start end

Top bar X 50 1950 Btm bar X 50 50 1950 1950 6 125 1875

Top bar Y 965 965 Btm bar Y 620 490 490 620 10 100 1900

Links X 125 125 475 475 825 825 1175 1175 1525 1525 1875 1875


Cap X 0 0 3300 3300 0

Cap Y 390 1040 1040 390 390

Piles X 162.5 162.5 537.5 537.5 1463 1463 1838 1838 2763 2763 3138 3138

Piles Y 0 390 0 390 0 390 0 390 0 390 0 390

Cutoff X 162.5 162.5 537.5 537.5 1463 1463 1838 1838 2763 2763 3138 3138


Top bar X 50 3250 Btm bar X 50 50 3250 3250 8 162.5 3138

Top bar Y 990 990 Btm bar Y 600.5 465 465 600.5 14 100 3200Links X 100 100 338.5 338.5 576.9 576.9 815.4 815.4 1054 1054 1292 1292

DRAWING -EAST ELEVATION 1total length 10452 First C/L @ 1270 2nd C/L @ 5361 Last C/L @ 9452

Cap X 119.5 119.5 2420 2420 119.5 4448 4448 6274 6274 4448 5574 5574 8452 8452

Cap Y 300 700 700 300 300 300 700 700 300 300 300 700 250 700

Piles X 332 332 707 707 1832 1832 2207 2207 4610 4610 4985 4985

Piles Y 0 300 0 300 0 300 0 300 0 300 0 300

Column X 1095 1095 1445 1445 5398 5398 5698 5698 9252 9252 9652 9652

Column Y 700 1075 700 1 075 700 1075 700 1075 700 1075 700 1075


14/96

Cutoff X 332 332 707 707 1832 1832 2207 2207 4610 4610 4985 4985 5736 5736

Cutoff Y 300 350 350 300 300 350 350 300 300 350 350 300 300 350

Top bar X 169.5 2370 4498 6224 8502 10402

Top bar Y 640 640 628 628 625 625

Btm bar X 169.5 169.5 2370 2370 4498 4498 6224 6224 8502 8502 10402 10402

Btm bar Y 515 385 385 515 587 397 397 587 475 350 350 475

Links X 184.5 184.5 184.5 184.5 384.5 384.5 2355 2355 2355 2355 2155 2155

Links Y 375 650 375 650 375 650 375 650 375 650 375 650DRAWING -EAST ELEVATION 2

Cap X 0 0 2539 2539 0 3711 3711 7011 7011 3711 10452

Cap Y 100 700 700 100 100 50 700 700 50 50 700

Piles X 162.5 162.5 537.5 537.5 2002 2002 2377 2377 3873 3873 4248 4248

Piles Y 0 100 0 100 0 100 0 100 0 50 0 50

Column X 1120 1120 1420 1420 5111 5111 5611 5611

Column Y 700 1075 700 1 075 700 1075 700 1075

Cutoff X 162.5 162.5 537.5 537.5 1082 1082 1457 1457 2002 2002 2377 2377 3873 3873

Cutoff Y 100 150 150 100 0 150 150 0 100 150 150 100 50 100

Top bar X 50 2489 3761 6961

Top bar Y 650 650 650 650

Btm bar X 50 50 2489 2489 3761 3761 6961 6961

Btm bar Y 305 175 175 305 260.5 125 125 260.5

Links X 100 100 359.9 359.9 619.8 619.8 879.7 879.7 1140 1140 1399 1399Links Y 387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5

DRAWING -SOUTH ELEVATION 1

Cap X 869.5 869.5 1670 1670 869.5 4361 4361 6361 6361 4361 5011 5011 5711 5711

Cap Y 300 700 700 300 300 300 700 700 300 300 300 700 300 700

Piles X 1082 1082 1457 1457 4523 4523 4898 4898 5823 5823 6198 6198

Piles Y 0 300 0 300 0 300 0 300 0 300 0 300

Column X 1095 1095 1445 1445 5211 5211 5511 5511 9302 9302 9602 9602

Column Y 700 1075 700 1 075 700 1075 700 1075 700 1075 700 1075


15/96

Cutoff X 1082 1082 1457 1457 4523 4523 4898 4898 5173 5173 5548 5548 5823 5823

Cutoff Y 300 350 350 300 300 350 350 300 0 350 350 0 300 350

Top bar X 4411 6311 8502 10402

Top bar Y 640 640 650 650

Btm bar X 4411 4411 6311 6311 8502 8502 10402 10402

Btm bar Y 615.5 385 385 615.5 450 3 25 325 4 50

Links X 4430 4430 4430 4430 4580 4580 6292 6292 6292 6292 6142 6142

Links Y 375 650 375 650 375 650 375 650 375 650 375 650DRAWING -SOUTH ELEVATION 2

Cap X 0 0 2539 2539 0 4361 4361 6361 6361 4361 10452

Cap Y 100 700 700 100 100 50 700 700 50 50 700

Piles X 162.5 162.5 537.5 537.5 2002 2002 2377 2377 4523 4523 4898 4898

Piles Y 0 100 0 100 0 100 0 100 0 300 0 300

Column X 1045 1045 1495 1495 5186 5186 5536 5536

Column Y 700 1075 700 1 075 700 1075 700 1075

Cutoff X 162.5 162.5 537.5 537.5 1082 1082 1457 1457 2002 2002 2377 2377 4523 4523

Cutoff Y 100 150 150 100 0 150 150 0 100 150 150 100 50 100

Top bar X 50 2489 4411 6311

Top bar Y 625 625 625 625

Btm bar X 50 50 2489 2489 4411 4411 6311 6311

Btm bar Y 330 200 200 330 280 150 150 280

Links X 132 132 457 457 782 782 1107 1107 1432 1432 1757 1757Links Y 187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5

DRAWING -PLANS 1

Cap X 869.5 869.5 1670 1670 869.5 4361 4361 6361 6361 5711 5011 4361 8452 8452 10452

Cap Y 0 2300 2300 0 0 1363 2063 2063 1363 237 237 1363 150 2150 2150

Pile 1 X 1270 1237 1205 1176 1149 1126 1107 1093 1085 1082 1085 1093 1107 1126 1149 1176 1205

Pile 1 Y 213 215 224 238 256 279 306 336 367 400 433 464 494 521 544 562 576

Pile 2 X 1270 1237 1205 1176 1149 1126 1107 1093 1085 1082 1085 1093 1107 1126 1149 1176 1205

Pile 2 Y 1713 1715 1724 1738 1756 1779 1806 1836 1867 1900 1933 1964 1994 2021 2044 2062 2076


16/96

Pile 3 X 6011 5978 5947 5917 5890 5867 5848 5835 5826 5823 5826 5835 5848 5867 5890 5917 5947

Pile 3 Y 1526 1528 1537 1551 1569 1592 1619 1649 1680 1713 1746 1777 1807 1834 1857 1875 1889

Pile 4 X 10102 10069 10038 10008 9981 9958 9940 9926 9917 9915 9917 9926 9940 9958 9981 10008 10038

Pile 4 Y 1613 1615 1624 1638 1656 1679 1706 1736 1767 1800 1833 1864 1894 1921 1944 1962 1976

Column X 1095 1095 1445 1445 1095 5211 5211 5511 5511 5211 9302 9302 9602 9602 9302

Column Y 975 1325 1325 975 975 1188 1488 1488 1188 1188 950 1350 1350 950 950

Fill X 1130 1130 1165 1165 1200 1200 1235 1235 1270 1270 1305 1305

Fill Y 975 1325 975 1325 975 1325 975 1325 975 1325 975 1325DRAWING -PLANS 2

Cap X 0 0 2539 2539 0 3711 3711 7011 7011 3711 10452

Cap Y 0 2539 2539 0 0 269.5 2270 2270 269.5 269.5 2539

Pile 1 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286

Pile 1 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526

Pile 2 X 2189 2156 2125 2095 2068 2045 2027 2013 2004 2002 2004 2013 2027 2045 2068 2095 2125

Pile 2 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526

Pile 3 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286

Pile 3 Y 2002 2004 2013 2027 2045 2068 2095 2125 2156 2189 2222 2253 2283 2310 2333 2351 2365

Pile 4 X 2189 2156 2125 2095 2068 2045 2027 2013 2004 2002 2004 2013 2027 2045 2068 2095 2125

Pile 4 Y 2002 2004 2013 2027 2045 2068 2095 2125 2156 2189 2222 2253 2283 2310 2333 2351 2365

Pile 5 X 1270 1237 1205 1176 1149 1126 1107 1093 1085 1082 1085 1093 1107 1126 1149 1176 1205

Pile 5 Y 1082 1085 1093 1107 1126 1149 1176 1205 1237 1270 1302 1334 1363 1390 1413 1432 1446

Pile 6 X 6473 6476 6485 6498 6517 6540 6567 6597 6628 6661 6693 6725 6755 6781 6804 6823 6837Pile 6 Y 1920 1887 1855 1826 1799 1776 1757 1743 1735 1732 1735 1743 1757 1776 1799 1826 1855

Column X 1045 1045 1495 1495 1045 5111 5611 5611 5111 5111

Column Y 1120 1420 1420 1120 1120 1095 1095 1445 1445 1095

Fill X 1090 1090 1135 1135 1180 1180 1225 1225 1270 1270 1315 1315

Fill Y 1120 1420 1120 1420 1120 1420 1120 1420 1120 1420 1120 1420


17/96

400 400 435 435 470 470 505 505 540 540

975 1325 975 1325 975 1325 975 1325 975 1325

-32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2 184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6

184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### #####

367.4 400.0 432.6 464.1 493.8 520.5 543.6 562.4 576.2 584.7 587.5 584.7 576.2 562.4 543.6 520.5 493.8 464.1 432.6

584.7 587.5 584.7 576.2 562.4 543.6 520.5 493.8 464.1 432.6 400.0 367.4 335.9 306.3 279.5 256.4 237.6 223.8 215.3

2085 2088 2085 2076 2062 2044 2021 1994 1964 1933 1900 1867 1836 1806 1779 1756 1738 1724 1715

1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750

315 590 315 590 315 590 315 590 315 590 315 590


18/96

1000 1000 1030 1030 1060 1060 1090 1090 1120 1120

950.7 1251 950.7 1251 950.7 1251 950.7 1251 950.7 1251

-32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2 184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6

184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### #####

967 1000 1033 1064 1094 1121 1144 1162 1176 1185 1188 1185 1176 1162 1144 1121 1094 1064 1033317 350 383 414 444 471 494 512 526 535 538 535 526 512 494 471 444 414 383

1617 1650 1683 1714 1744 1771 1794 1812 1826 1835 1838 1835 1826 1812 1794 1771 1744 1714 1683

535 538 535 526 512 494 471 444 414 383 350 317 286 256 229 206 188 174 165

1661 1664 1661 1652 1638 1620 1597 1570 1540 1509 1476 1443 1412 1382 1355 1332 1314 1300 1291

1375 1375 1525 1525 1525 1525 1525 1525 1525 1525 1525 1525

315 590 315 590 315 590 315 590 315 590 315 590


19/96

1113 1113 1113 1113 1113 1113 1113 1113 1113 1113 1113 1113

327 580 327 580 327 580 327 580 327 580 327 580

1000 1000 1030 1030 1060 1060 1090 1090 1120 1120

800 1200 800 1200 800 1200 800 1200 800 1200

-32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2 184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6

184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### #####

317 350 383 414 444 471 494 512 526 535 538 535 526 512 494 471 444 414 383

1617 1650 1683 1714 1744 1771 1794 1812 1826 1835 1838 1835 1826 1812 1794 1771 1744 1714 1683

535 538 535 526 512 494 471 444 414 383 350 317 286 256 229 206 188 174 1651835 1838 1835 1826 1812 1794 1771 1744 1714 1683 1650 1617 1586 1556 1529 1506 1488 1474 1465


20/96

1643 1643 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5

1300 1300 1500 1500 1700 1700 1900 1900 1900 1900 1900 1900

1270 1270 1315 1315 1360 1360 1405 1405 1450 1450

1120 1420 1120 1420 1120 1420 1120 1420 1120 1420

-32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2 184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6

184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### #####317 350 383 414 444 471 494 512 526 535 538 535 526 512 494 471 444 414 383

2156 2189 2222 2253 2283 2310 2333 2351 2365 2374 2377 2374 2365 2351 2333 2310 2283 2253 2222

1237 1270 1302 1334 1363 1390 1413 1432 1446 1454 1457 1454 1446 1432 1413 1390 1363 1334 1302

535 538 535 526 512 494 471 444 414 383 350 317 286 256 229 206 188 174 165

2374 2377 2374 2365 2351 2333 2310 2283 2253 2222 2189 2156 2125 2095 2068 2045 2027 2013 2004

1454 1457 1454 1446 1432 1413 1390 1363 1334 1302 1270 1237 1205 1176 1149 1126 1107 1093 1085


21/96

S

325

260 2082 2082 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407

447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5

S

325

260

1659 1659 1919 1919 2179 2179 2439 2439 2439 2439 2439 2439

1000 1000 1035 1035 1070 1070 1105 1105 1140 1140

1400 1900 1400 1900 1400 1900 1400 1900 1400 1900

-32.6 0.0 32.6 64.1 93.8 120.5 143.6 162.4 176.2 184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6

184.7 187.5 184.7 176.2 162.4 143.6 120.5 93.8 64.1 32.6 0.0 -32.6 -64.1 -93.8 ##### ##### ##### ##### #####

317 350 383 414 444 471 494 512 526 535 538 535 526 512 494 471 444 414 383

1617 1650 1683 1714 1744 1771 1794 1812 1826 1835 1838 1835 1826 1812 1794 1771 1744 1714 1683

535 538 535 526 512 494 471 444 414 383 350 317 286 256 229 206 188 174 165


22/96

1835 1838 1835 1826 1812 1794 1771 1744 1714 1683 1650 1617 1586 1556 1529 1506 1488 1474 1465

3135 3138 3135 3126 3112 3094 3071 3044 3014 2983 2950 2917 2886 2856 2829 2806 2788 2774 2765

S

350

200

1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875

477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5

Col X 1400 1400 1900 1900

Col Y 1040 1528 1040 1528

S

425

2381531 1531 1769 1769 2008 2008 2246 2246 2485 2485 2723 2723

10452 10452 8452

700 250 250

5736 5736 6111 6111 8615 8615 8990 8990 9915 9915 10290 10290

0 300 0 300 0 250 0 250 0 250 0 250


23/96

6111 6111 8615 8615 8990 8990 9915 9915 10290 10290

350 300 250 300 300 250 250 300 300 250

669.5 669.5 869.5 869.5 1070 1070 1270 1270 1470 1470 1670 1670375 650 375 650 375 650 375 650 375 650 375 650

5173 5173 5548 5548 6473 6473 6848 6848

0 50 0 50 0 50 0 50

4248 4248 5173 5173 5548 5548 6473 6473 6848 6848

100 50 50 100 100 50 50 100 100 50

1659 1659 1919 1919 2179 2179 2439 2439 2439 2439 2439 2439387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5

8452 8452 10452 10452 8452

250 700 700 250 250

8615 8615 8990 8990 9915 9915 10290 10290

0 250 0 250 0 250 0 250


24/96

6198 6198 8615 8615 8990 8990 9915 9915 10290 10290

350 300 250 300 300 250 250 300 300 250

4836 4836 4986 4986 5136 5136 5286 5286 5436 5436 5586 5586375 650 375 650 375 650 375 650 375 650 375 650

5823 5823 6198 6198

0 300 0 300

4898 4898 5823 5823 6198 6198

100 50 50 100 100 50

2082 2082 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5

10452 8452 10452

150 150 2300

1237 1270 1302 1334 1363 1390 1413 1432 1446 1454 1457 1454 1446 1432 1413 1390 1363 1334 1302

585 588 585 576 562 544 521 494 464 433 400 367 336 306 279 256 238 224 215

1237 1270 1302 1334 1363 1390 1413 1432 1446 1454 1457 1454 1446 1432 1413 1390 1363 1334 1302

2085 2088 2085 2076 2062 2044 2021 1994 1964 1933 1900 1867 1836 1806 1779 1756 1738 1724 1715


25/96

5978 6011 6043 6075 6105 6131 6154 6173 6187 6195 6198 6195 6187 6173 6154 6131 6105 6075 6043

1898 1901 1898 1889 1875 1857 1834 1807 1777 1746 1713 1680 1649 1619 1592 1569 1551 1537 1528

10069 10102 10135 10166 10196 10223 10246 10264 10278 10287 10290 10287 10278 10264 10246 10223 10196 10166 10135

1985 1988 1985 1976 1962 1944 1921 1894 1864 1833 1800 1767 1736 1706 1679 1656 1638 1624 1615

1340 1340 1375 1375 1410 1410 5241 5241 5271 5271 5301 5301975 1325 975 1325 975 1325 1188 1488 1188 1488 1188 1488

317 350 383 414 444 471 494 512 526 535 538 535 526 512 494 471 444 414 383

535 538 535 526 512 494 471 444 414 383 350 317 286 256 229 206 188 174 165

2156 2189 2222 2253 2283 2310 2333 2351 2365 2374 2377 2374 2365 2351 2333 2310 2283 2253 2222

535 538 535 526 512 494 471 444 414 383 350 317 286 256 229 206 188 174 165

317 350 383 414 444 471 494 512 526 535 538 535 526 512 494 471 444 414 383

2374 2377 2374 2365 2351 2333 2310 2283 2253 2222 2189 2156 2125 2095 2068 2045 2027 2013 2004

2156 2189 2222 2253 2283 2310 2333 2351 2365 2374 2377 2374 2365 2351 2333 2310 2283 2253 2222

2374 2377 2374 2365 2351 2333 2310 2283 2253 2222 2189 2156 2125 2095 2068 2045 2027 2013 2004

1237 1270 1302 1334 1363 1390 1413 1432 1446 1454 1457 1454 1446 1432 1413 1390 1363 1334 1302

1454 1457 1454 1446 1432 1413 1390 1363 1334 1302 1270 1237 1205 1176 1149 1126 1107 1093 1085

6845 6848 6845 6837 6823 6804 6781 6755 6725 6693 6661 6628 6597 6567 6540 6517 6498 6485 64761887 1920 1952 1984 2013 2040 2063 2082 2096 2104 2107 2104 2096 2082 2063 2040 2013 1984 1952

1360 1360 1405 1405 1450 1450 5161 5161 5211 5211 5261 5261

1120 1420 1120 1420 1120 1420 1095 1445 1095 1445 1095 1445


26/96

0.0

#####

400.0

212.5

1713

1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750

315 590 315 590 315 590 315 590 315 590 315 590 315 590 315


27/96

0.0

#####

1000350

1650

163

1289

1525 1525 1525 1525 1525 1525 1525 1525 1525 1525 1525 1525 1525 1525 1525

315 590 315 590 315 590 315 590 315 590 315 590 315 590 315


28/96

1113 1113 1113 1113 1113 1113 1113 1113 1113 1113 1113 1113 1113 1113 1113

327 580 327 580 327 580 327 580 327 580 327 580 327 580 327

0.0

#####

350

1650

1631463


29/96

1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5

1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

0.0

#####350

2189

1270

163

2002

1082


30/96

2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407

447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5

2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439

0.0

#####

350

1650

163


31/96

1463

2763

1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875

477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5

2962 2962 3200 3200 3200 3200 3200 3200 3200 3200 3200 3200 3200 3200 3200


32/96

1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870375 650 375 650 375 650 375 650 375 650 375 650 375 650 375

2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5 387.5 837.5 387.5


33/96

5736 5736 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886375 650 375 650 375 650 375 650 375 650 375 650 375 650 375

2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5 187.5 637.5 187.5

1270 ## 5328 5297 ## 5240 5217 ## 5185 5176 ## 5176 5185 ## 5217 5240 ## 5297 5328 ## 5393

213 ## 402 411 ## 443 466 ## 523 554 ## 620 651 ## 708 731 ## 763 772 ## 772

1270 ## 4678 4647 ## 4590 4567 ## 4535 4526 ## 4526 4535 ## 4567 4590 ## 4647 4678 ## 4743

1713 ## 1528 1537 ## 1569 1592 ## 1649 1680 ## 1746 1777 ## 1834 1857 ## 1889 1898 ## 1898


34/96

6011 ## 8769 8738 ## 8681 8658 ## 8626 8617 ## 8617 8626 ## 8658 8681 ## 8738 8769 ## 8835

1526 ## 1615 1624 ## 1656 1679 ## 1736 1767 ## 1833 1864 ## 1921 1944 ## 1976 1985 ## 1985

10102

1613

5331 5331 5361 5361 5391 5391 5421 5421 5451 5451 5481 5481 9332 9332 93621188 1488 1188 1488 1188 1488 1188 1488 1188 1488 1188 1488 950 1350 950

350 ## 3876 3885 ## 3917 3940 ## 3997 4028 ## 4093 4125 ## 4181 4204 ## 4237 4245 ## 4245

163 ## 587 555 ## 499 476 ## 443 435 ## 435 443 ## 476 499 ## 555 587 ## 652

2189 ## 3876 3885 ## 3917 3940 ## 3997 4028 ## 4093 4125 ## 4181 4204 ## 4237 4245 ## 4245

163 ## 1887 1855 ## 1799 1776 ## 1743 1735 ## 1735 1743 ## 1776 1799 ## 1855 1887 ## 1952

350 ## 5176 5185 ## 5217 5240 ## 5297 5328 ## 5393 5425 ## 5481 5504 ## 5537 5545 ## 5545

2002 ## 587 555 ## 499 476 ## 443 435 ## 435 443 ## 476 499 ## 555 587 ## 652

2189 ## 5176 5185 ## 5217 5240 ## 5297 5328 ## 5393 5425 ## 5481 5504 ## 5537 5545 ## 5545

2002 ## 1887 1855 ## 1799 1776 ## 1743 1735 ## 1735 1743 ## 1776 1799 ## 1855 1887 ## 1952

1270 ## 6476 6485 ## 6517 6540 ## 6597 6628 ## 6693 6725 ## 6781 6804 ## 6837 6845 ## 6845

1082 ## 587 555 ## 499 476 ## 443 435 ## 435 443 ## 476 499 ## 555 587 ## 652

64731920

5311 5311 5361 5361 5411 5411 5461 5461 5511 5511 5561 5561

1095 1445 1095 1445 1095 1445 1095 1445 1095 1445 1095 1445


35/96

1750

590


36/96

1525

590


37/96

1113

580


38/96

1900

657.5

1900


39/96

2407

897.5

2439


40/96

1875

977.5

3200


41/96

1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 4504 4504650 375 650 375 650 375 650 375 650 375 650 375 650 387 640

2439 3811 3811 4049 4049 4288 4288 4526 4526 4765 4765 5003 5003 5242 5242

837.5 138 638 138 638 138 638 138 638 138 638 138 638 138 638


42/96

5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 8552 8552650 375 650 375 650 375 650 375 650 375 650 375 650 338 638

2407 4486 4486 4836 4836 5186 5186 5536 5536 5886 5886 6236 6236 6236 6236

637.5 138 638 138 638 138 638 138 638 138 638 138 638 138 638

5425 5455 5481 5504 5523 5537 5545 5548 5545 5537 5523 5504 5481 5455 5425 5393 5361 8802 8769 8738 8708 8681

763 749 731 708 681 651 620 587 554 523 493 466 443 425 411 402 400 313 315 324 338 356

4775 4805 4831 4854 4873 4887 4895 4898 4895 4887 4873 4854 4831 4805 4775 4743 4711 #### #### #### #### 9981

1889 1875 1857 1834 1807 1777 1746 1713 1680 1649 1619 1592 1569 1551 1537 1528 1526 313 315 324 338 356


43/96

8866 8896 8923 8946 8964 8978 8987 8990 8987 8978 8964 8946 8923 8896 8866 8835 8802

1976 1962 1944 1921 1894 1864 1833 1800 1767 1736 1706 1679 1656 1638 1624 1615 1613

9362 9392 9392 9422 9422 9452 9452 9482 9482 9512 9512 9542 9542 9572 95721350 950 1350 950 1350 950 1350 950 1350 950 1350 950 1350 950 1350

4237 4223 4204 4181 4155 4125 4093 4061 4028 3997 3967 3940 3917 3898 3885 3876 3873

684 713 740 763 782 796 804 807 804 796 782 763 740 713 684 652 620

4237 4223 4204 4181 4155 4125 4093 4061 4028 3997 3967 3940 3917 3898 3885 3876 3873

1984 2013 2040 2063 2082 2096 2104 2107 2104 2096 2082 2063 2040 2013 1984 1952 1920

5537 5523 5504 5481 5455 5425 5393 5361 5328 5297 5267 5240 5217 5198 5185 5176 5173

684 713 740 763 782 796 804 807 804 796 782 763 740 713 684 652 620

5537 5523 5504 5481 5455 5425 5393 5361 5328 5297 5267 5240 5217 5198 5185 5176 5173

1984 2013 2040 2063 2082 2096 2104 2107 2104 2096 2082 2063 2040 2013 1984 1952 1920

6837 6823 6804 6781 6755 6725 6693 6661 6628 6597 6567 6540 6517 6498 6485 6476 6473

684 713 740 763 782 796 804 807 804 796 782 763 740 713 684 652 620


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138 638 138 638 138 638 138 638 138 638 138 638 138 638 138 638


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6236 6236 6236 6236 6236 6236 6236 6236 6236 6236 6236 6236 6236 6236 6236 6236

138 638 138 638 138 638 138 638 138 638 138 638 138 638 138 638

8658 8640 8626 8617 8615 8617 8626 8640 8658 8681 8708 8738 8769 8802 8835 8866 8896 8923 8946 8964 8978 8987 8990

379 406 436 467 500 533 564 594 621 644 662 676 685 688 685 676 662 644 621 594 564 533 500

9958 9940 9926 9917 9915 9917 9926 9940 9958 9981 #### #### #### #### #### #### #### #### #### #### #### #### ####

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138 638 138 638 138 638 138 638 138 638


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138 638 138 638 138 638 138 638 138 638

8987 8978 8964 8946 8923 8896 8866 8835 8802

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FILE NAME CID Pilecaps.xls

VERSION 1.3 (9 August 2001). UNREGISTERED COPY

COPYRIGH 2000, 2001 Concrete Innovation & Design. All rights reserved.

REQUIREMENTS

Excel 2000 or Excel 97, running under Windows 98.

TTF Fonts MarkerR, Tekton~N and Tekton~I (as used by RCC 2000 spread

DESIGN ASSUMPTIONS

The bending moment method has been assumed throughout (as opposed t

REGISTRATION

Single user license 100 plus VAT 2 - 5 user licenses 50 plus VAT (each)

more than 5 users free

PILECAP DESIGN to BS 8110:1997

for EXCEL 97/2000

To order a registered copy of the finalised version, please send a cheque payable to

Concrete Innovation & Design at the address given below. Delivery will be by zipped E-mail attachment, with a VAT invoice by post. Please include your postal and E-mail

addresses and a contact phone number. If you also send a copy of your logo, this will

be added to sheet headers free of charge. If a copy is required on 3.5" HD floppy disk,

Rigid caps are assumed. In thin 5 and 6 pile caps, some localised top

yeilding may occur above internal piles. If any piles are in tension, proceed

LICENSE for USE and DISTRIBUTION

DISCLAIMER

CONTACT

For further information, please contact


43 Matthews Drive E-mail: [email protected]

Maidenbower, Crawley

West Sussex RH10 7HJ

This spreadsheet is NOT a public domain program. It is copyrighted by the Authors* ( * Concret

Innovation & Design) . This software is protected by United Kingdom copyright law and also by

international treaty provisions. The Authors grant you a license to use this software for evaluation

purposes for an indefinite period. You may not use, copy, rent, lease, sell, modify, decompile, unprotect,disassemble, otherwise reverse engineer, or transfer the licensed program except as provided in this

agreement. Any such unauthorised use shall result in immediate and automatic termination of this

license. All rights not expressly granted here are reserved to the Authors. You may copy and distribute

THIS SOFTWARE IS PROVIDED FOR EVALUATION ONLY, ON AN "AS IS" BASIS. THE AUTHORS*

DISCLAIM ALL WARRANTIES RELATING TO THIS SOFTWARE, WHETHER EXPRESSED OR

IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY

OR FITNESS FOR A PARTICULAR PURPOSE. THE AUTHORS* SHALL NOT BE LIABLE FOR ANY

INDIRECT, CONSEQUENTIAL, OR INCIDENTAL DAMAGES ARISING OUT OF THE USE OR

INABILITY TO USE SUCH SOFTWARE, EVEN IF THE AUTHORS HAVE BEEN ADVISED OF THE

POSSIBILITY OF SUCH DAMAGES OR CLAIMS. THE PERSON USING THE SOFTWARE BEARS ALL

Your fee will entitle you to free upgrades for a period of 12 months from registration.

Documents

CID Pilecaps