Pc 3

Spreadsheets to BS 8110

Project

Reinforced Concrete Council

Carrefour - PC 3

Made by

Double Pilecap Originated from RCC82.xls v β2 on CD

fcu fy Pile capacity DIMENSIONS mm

MATERIALS

COLUMN

 = 500  = 500 Pile Ø = 600 Tolerance = 150

50 460 1900

Rod

20 50 75

mm mm mm

Page

29-Nov-13

Checked

© 2003 BCA for RCC

N/mm² h agg N/mm² T&S cover kN Btm cover

Date

Revision

gc gs Conc density

101 Job No

-

P2000

1.5 1.05 24

concrete steel kN/m³

PILECAP

A= B= C= E= depth H =

450 1500 450 750 1000

COLUMN ACTIONS kN, kNm characteristic DEAD IMPOSED

Axial (kN) M (kNm) H (kN)

3500 0 0

0 0 0

WIND

0 0 0

KEY

PLOT (to scale) STATUS VALID DESIGN

REINFORCEMENT BOTTOM M = 1,597.8 kNm

d = 896.5 mm,

As = 4,290 mm² 9 T25 B = 4,418 mm² TOP M = 0.0 kNm d = 924.0 mm, As min = 1,170 mm² 4 T20 T = 1,257 mm²

PILE REACTIONS kN PILE 1

Gk + Qk 1775.9 Gk + Qk +Wk 1775.9

PILE 2

1775.9 1775.9

4 T20 02 T

LINKS

V = 2480.8 kN, v = 3.075 N/mm² vc 2d/av = 1.902 N/mm² (v - vc)b = 1,055.2 N/mm 4 Legs T16 @ 325 LINKS = 1,084.1 N/mm

9 T25 01 B Links 5 T16 03.325 + 2x5 T16 04.325 ELEVATION

Project

Spreadsheets to BS 8110

Client

0 Pilecap F13

Location

Made by

Triple Pilecap

0 Originated from RCC82.xls v β2 on CD

Cap load =

28.0

PILE REACTIONS kN PILE 1 Gk + Qk 140.6 Gk + Qk +Wk 139.5 1.4Gk + 1.6Qk 189.9 Gk + 1.4Wk 99.2 1.2(Gk+Qk+Wk) 156.2

kN

PILE 2 169.0 173.0 231.6 125.3 196.4

BENDING MOMENTS - kNm 1.4Gk + 1.6Qk My v of col 142.5 My ^ of col 186.5 Mx 212.3 E-W STEEL M= b= d= K= z= As = Provide No = As prov = fs = Max clear S = Min clear S = Clear S =

212.3 Ø25 1050 304.5 0.0436 288.9 1677 1677 4 1963 262 275.0 25.0 161.3 4 T25 B

SHEAR PILES 2 & 3

V = 265.4 av = 470.0 (v - vc)b = 420.0 PILE 1

V = 189.9 av = 570.7 (v - vc)b = 524.8 PUNCHING V= v= v max =

Crit section is Ø8 links b= v= No of legs = Ø8 links b= v= No of legs =

Column Face 686.8 1.960 5.000 ok

Reinforced Concrete Council

Rod Checked

PILE 3 192.1 199.2 265.4 145.0 227.8

751

Page

29-Nov-13 Revision

-

© 2003 BCA for RCC

Group centre @

Date

-

P2000

m from pile 1

.

1.2(Gk+Qk+Wk) 117.2 159.2 182.3

(including tolerance)

N-S STEEL M = 186.5 Ø25 K' = 0.1558 b = 1798 min As = 0.13% d = 279.5 K = 0.0266 z = 265.5 As = 1603 Provide 1603 No = 4 As prov = 1963 fs = 250 Max clear S = 275.0 Min clear S = 25.0 Clear S = 161.3 4 T25 B 180.0

Job No

OVERTURNING MOMENTS - kNm characteristic DEAD IMPOSED WIND Mx 10.0 5.0 2.0 My 20.0 10.0 5.0

. .

Gk + 1.4Wk 74.5 101.5 116.0

15

from pile centres

1050 0.8301 4

As% = 0.614 vc 2d/av = 0.8716 Spacing = 200

.

1312 0.5178 4

As% = 0.535 vc = 0.6426 Spacing = 150

.

4 Legs T8 @ 200 LINKS

4 Legs T8 @ 150 LINKS

No other critical section m = 3747 d ave = 292 v = 0.000 av = 426.5 vc 2d/av = 0.871 ok

Project

Spreadsheets to BS 8110

Client

0 Pilecap E12

Location

Reinforced Concrete Council Made by

4 Pile Cap

0 Originated from RCC82.xls v β2 on CD

Cap load =

43.2

107.5 168.6

PILE 2 162.8 165.0 220.2

PILE 3 174.8 179.4 237.9

PILE 4 186.9 193.1 255.6

117.8 185.0

129.2 202.4

139.5 218.8

BENDING MOMENTS - kNm 1.4Gk + 1.6Qk My v of col 253.6 My ^ of col 296.1 My < of col 286.3 My > of col 309.3

Gk + 1.4Wk 135.2 161.2 153.9 167.3

E-W STEEL BOTTOM TOP Ø16 Ø10 M = 309.3 0.0 b = 2000 2000 d = 367.0 395.0 K = 0.0230 0.0000 z = 348.7 375.3 As = 2025 0 Provide 2025 0 No = 11 11 As prov = 2212 864 fs = 281 11 T10 T1 Max clear S = 284.0 Min clear S = 25.0 Clear S = 170.8

BEAM SHEAR EW (NS plane)

V = 475.8 av = 470.0

-

29-Nov-13 Revision

-

1.2(Gk+Qk+Wk) 212.2 252.7 241.1 262.4

PUNCHING V= v= v max =

K' = 0.1558 min As = 0.13%

Critical section is 180 mm from pile centres Ø8 links v = 0.6482 As% = 0.301 . vc 2d/av = 0.7908 (v - vc)b = 800.0 No of legs = 11 Spacing = 300 11 Legs T8 @ 300 LINKS

Column Face 916.2 1.823 5.000 ok

P2000

(including tolerance)

11 T16 B2

v = 0.7029 vc 2d/av = 0.7676 No of legs = 11

Job No

.

NS (EW plane)

V = 493.5 av = 470.0

29

. .

N-S STEELBOTTOM TOP Ø16 Ø10 M = 296.1 0.0 b = 2000 2000 d = 351.0 385.0 K = 0.0240 0.0000 z = 333.5 365.8 As = 2027 0 Provide 2027 0 No = 11 11 As prov = 2212 864 fs = 281 11 T10 T2 Max clear S = 284.0 Min clear S = 25.0 Clear S = 170.8

11 T16 B1

Checked

Page

OVERTURNING MOMENTS - kNm characteristic DEAD IMPOSED WIND Mx 10.5 5.2 2.1 My 20.9 10.5 5.2

kN

PILE REACTIONS kN PILE 1 Gk + Qk 150.7 Gk + Qk +Wk 151.3 1.4Gk + 1.6Qk 202.5 Gk + 1.4Wk 1.2(Gk+Qk+Wk)

© 2003 BCA for RCC

Rod

Date

As% = 0.315 (v - vc)b = 800.0 Spacing = 300

.

11 Legs T8 @ 300 LINKS

No other critical section m = 3760 d ave = 359 v = 0.000 av = 470.0 vc 2d/av = 0.784 ok

Project

Spreadsheets to BS 8110

Client

0 Pilecap D11

Location

Reinforced Concrete Council Made by

5 Pile Cap

0 Originated from RCC82.xls v β2 on CD

Cap load =

92.8

© 2003 BCA for RCC

kN

Rod Checked

-

Date

Page

55

29-Nov-13 Revision

-

Job No

P2000

OVERTURNING MOMENTS - kNm characteristic DEAD IMPOSED WIND Mx 19.1 5.3 2.1 My 23.3 10.6 5.3

PILE REACTIONS kN

Gk + Qk

PILE 1 167.3

PILE 2 180.6

PILE 3 185.8

PILE 4 199.0

PILE 5 183.2

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

169.9 215.8 114.5 181.6

184.3 235.0 126.5 198.9

191.2 242.8 131.2 207.2

205.6 261.9 143.2 224.5

187.8 238.9 128.8 203.0

BENDING MOMENTS - kNm 1.4Gk + 1.6Qk My v of col 414.5 My ^ of col 464.1 My < of col 387.3 My > of col 419.6

Gk + 1.4Wk 221.6 252.3 207.5 227.7

E-W STEEL BOTTOM TOP Ø16 Ø12 M = 419.6 0.0 b = 2539 2539 d = 501.0 532.0 K = 0.0132 0.0000 z = 476.0 505.4 As = 2012 0 Provide 2012 0 No = 11 11 As prov = 2212 1244 fs = 279 11 T12 T2 Max clear S = 284.0 Min clear S = 25.0 Clear S = 224.3

BEAM SHEAR V = 496.9 av = 739.5

. .

1.2(Gk+Qk+Wk) 349.9 396.9 328.3 357.5

N-S STEELBOTTOM TOP Ø16 Ø12 M = 464.1 0.0 b = 2539 2539 d = 517.0 544.0 K = 0.0137 0.0000 z = 491.2 516.8 As = 2157 0 Provide 2157 0 No = 11 11 As prov = 2212 1244 fs = 299 11 T12 T1 Max clear S = 284.0 Min clear S = 25.0 Clear S = 224.3

11 T16 B2

EW (NS plane)

.

(including tolerance)

K' = 0.1558 min As = 0.13%

11 T16 B1

Critical section is 180 mm from pile centres Ø10 links v = 0.3906 As% = 0.174 . vc = 0.5590 (v - vc)b = 1015.6 No of legs = 11 Spacing = 350 11 Legs T10 @ 350 LINKS

NS (EW plane)

V = 504.7 av = 739.5

PUNCHING V= v= v max =

v = 0.3845 vc = 0.5709 No of legs = 11

Column Face 955.5 1.251 5.000 ok

As% = 0.168 (v - vc)b = 1015.6 Spacing = 350

.

11 Legs T10 @ 350 LINKS

No other critical section m = 5916 d ave = 509 v = 0.000 av = 739.5 vc 2d/av = 0.565 ok

Project

Spreadsheets to BS 8110

Client

0 Pilecap C10

Location

Reinforced Concrete Council Made by

6 Pile Cap

0 Originated from RCC82.xls v β2 on CD

Cap load =

103.0

PILE 2 154.1 158.2 198.5 107.1 168.3

PILE 3 148.0 152.1 190.0 101.7 161.0

PILE 5 154.6 159.7 199.6 107.6 170.1

PILE 6 167.2 173.3 217.7 119.0 186.5

1.2(Gk+Qk+Wk) 384.3 427.9 301.9 332.6

N-S STEELBOTTOM TOP Ø16 Ø10 M = 500.8 0.0 b = 2000 2000 d = 567.0 595.0 K = 0.0156 0.0000 z = 538.7 565.3 As = 2122 0 Provide 2122 0 No = 11 11 As prov = 2212 864 fs = 294 11 T10 T1 Max clear S = 284.0 Min clear S = 25.0 Clear S = 170.4

14 T16 B2

V = 624.4 av = 470.0

PILE 4 160.6 165.8 208.1 113.0 177.4

Gk + 1.4Wk 243.4 271.9 190.7 212.0

E-W STEEL BOTTOM TOP Ø16 Ø12 M = 390.2 0.0 b = 3300 3300 d = 551.0 584.0 K = 0.0078 0.0000 z = 523.5 554.8 As = 1702 0 Provide 2789 0 No = 14 14 As prov = 2815 1583 fs = 185 14 T12 T2 Max clear S = 284.0 Min clear S = 25.0 Clear S = 227.4

BEAM SHEAR

-

Date

Page

Revision

-

PUNCHING V= v= v max =

P2000

.

(including tolerance)

K' = 0.1558 min As = 0.13%

11 T16 B1

Critical section is 180 mm from pile centres Ø10 links v = 0.3434 As% = 0.155 . vc 2d/av = 0.9306 (v - vc)b = 1320.0 No of legs = 14 Spacing = 350 14 Legs T10 @ 350 LINKS v = 0.3680 vc = 0.4340 No of legs = 11

Column Face 1194.4 1.257 5.000 ok

Job No

. .

NS (EW plane)

V = 417.3 av = 1120.0

28

29-Nov-13

OVERTURNING MOMENTS - kNm characteristic DEAD IMPOSED WIND Mx 19.2 5.3 2.1 My 23.4 10.7 5.3

BENDING MOMENTS - kNm 1.4Gk + 1.6Qk My v of col 454.8 My ^ of col 500.8 My < of col 356.3 My > of col 390.2

EW (NS plane)

Checked

© 2003 BCA for RCC

kN

PILE REACTIONS kN PILE 1 Gk + Qk 141.5 Gk + Qk +Wk 144.5 1.4Gk + 1.6Qk 180.4 Gk + 1.4Wk 95.7 1.2(Gk+Qk+Wk) 151.9

Rod

As% = 0.195 (v - vc)b = 800.0 Spacing = 450

.

11 Legs T10 @ 450 LINKS

No other critical section m = 6234 d ave = 559 v = 0.000 av = 470.0 vc 2d/av = 0.983 ok

Reinforced Concrete Council

Bar schedule ref :

Site ref : Spreadsheets to BS 8110

Member

Double Pilecaps

3-Pile Caps

4-Pile Caps

5-Pile Caps

6-Pile Caps

Prepared by : No. of mbrs

No. of bars in each

01

Rev:

-

Rod Checked by :

-

Date prepared : 29-Nov-13

Job no : P2000

Type and Bar mark size

202

Length of each bar Shape Total No. † code mm

A*

B*

C*

D*

E/R *

mm

mm

mm

mm

mm

240

2275

01

T 25

4

9

36

2625

21

02

T 20

4

4

16

2275

00

03

T 16

4

5

20

3600

51

870

795

130

04

T 16

4

10

40

1150

31

130

100

870 130

05

T 25

3

4

12

2250

21

240

1890

06

T 12

3

4

12

1875

00

07

T8

3

7

21

1975

51

270

650

115

08

T8

3

14

42

500

31

115

50

270 115

09

T 25

3

4

12

2075

21

240

1715

10

T 12

3

4

12

1700

00

11

T8

3

7

21

1800

51

230

600

115

12

T8

3

14

42

475

31

115

50

230 115

13

T 16

5

11

55

2100

21

130

1890

14

T 10

5

11

55

1875

00

15

T 16

5

11

55

2100

21

130

1890

16

T 10

5

11

55

1875

00

17

T8

5

77

385

525

31

115

50

18

T 16

2

11

22

2625

21

130

2410

19

T 12

2

11

22

2400

00

21

T 16

2

11

22

2625

21

130

2410

22

T 12

2

11

22

2400

00

20

T 10

2

77

154

700

31

120

60

23

T 16

1

14

14

2100

21

130

1890

24

T 12

1

14

14

1875

00

26

T 16

1

11

11

3375

21

130

3175

27

T 10

1

11

11

3175

00

28

T 10

1

84

84

750

31

120

60

This schedule complies with BS 8666.

2,028 kg on this schedule

* Specified in multiples of 5mm.

† Specified in multiples of 25mm.

290 115

440 120

490 120 0

© 2003 Reinforced Concrete Council

NOTES Concrete grade C50. Cover 75 mm bottom. Cover 50 mm top & sides.

Links 7 T8 07 200 + 2x7 T8 08 200  ELEVATION

14 T16 23 B2

Links 14x6 T10 25 350  ELEVATION

202 -

Dwg No

Spreadsheets to BS 8110 P2000

Client

-

14 T12 24 T2

Revision

14 Link Legs  ELEVATION

Checked

11 Link Legs  ELEVATION

11 T16 26 B1

29-Nov-13

11 T10 27 T1

Rod

11 T16 21 B1

Project

PLAN (Pilecap C10)

Links 11x7 T10 20 350  ELEVATION 11 T12 22 T1

Links 11x7 T8 17 300  ELEVATION

Job No

11 T16 18 B2

11 T16 15 B2

Date

11 T12 19 T2

5 Pile Cap - 2 No

PLAN (Pilecap D11)

11 T10 16 T2

Links 7 T8 11 150 + 2x7 T8 12 150  ELEVATION

 ELEVATION

11 T16 13 B1

11 Link Legs  ELEVATION

4 T25 09 B2

4 T12 10 T2

11 T10 14 T1

Made by

4 T25 05 B1

This drawing is diagramatic. Connecting slabs &

Reinforced Concrete Council

Links 5 T16 03.325 + 2x5 T16 04.325  ELEVATION

4 T12 06 T1

PLAN (Pilecap E12)

4 Pile Cap - 5 No

9 T25 01 B

3 Pile Cap - 3 No

4 T20 02 T

PLAN (Pilecap F13)

6 Pile Cap - 1 No

PLAN ()

2 Pile Cap - 4 No

Refer to GA drawings for orientation and dimensions.

Diagrams DOUBLE Cap X 0 0 900 Cap Y 0 2400 2400 Column X 200 200 700 Column Y 950 1450 1450 600 diameter piles X 0.0 -52.1 ##### Y ##### ##### ##### Pile X 450.0 397.9 347.4 Pile 1 Y 150.0 154.6 168.1 Pile 2 Y 1650 1655 1668 ELEVATION Cap X 0 0 2400 Cap Y 600 1600 1600 Piles X 150 150 Piles Y 0 600 Cutoff X 150 150 750 Cutoff Y 600 650 650 Bar X 50 50 2350 Top bar Y 1540 1540 1540 Btm bar Y 925 685 685 E Links X 100 100 E Links Y 675 1550 C Links X 875 875 C Links Y 675 1550 TRIPLE Cap X 0 0 2000

900 0 700 950 ##### ##### 300.0 190.2 1690

Control 0 2400 0 900 200 Fill 250 950 950 ##### ##### 257.2 220.2 1720

##### ##### 220.2 257.2 1757

##### ##### 190.2 300.0 1800

C/L

-50 950 1200 1200 250 300 300 1450 950 1450 ##### ##### 168.1 347.4 1847

##### -52.1 154.6 397.9 1898

2400 0 600 600 750 750 1650 1650 0 600 0 600 750 1650 1650 2250 2250 600 600 650 650 600 2350 space No start 1540 centre 900 3 875 925 ends 100 1 100 100 100 100 100 675 1550 675 1550 1200 1200 1525 1525 675 1550 675 1550 Control 2000 1350 650 0 0 1826

##### 0.0 150.0 450.0 1950

##### 52.1 154.6 502.1 2002

450 -50

##### 102.6 168.1 552.6 2053

450 2450 350 350 950 1450 ##### 150.0 190.2 600.0 2100

##### 192.8 220.2 642.8 2143

2250 2250 Col X 950 950 0 600 Col Y 1600 2350

##### 229.8 257.2 679.8 2180

400 950

400 1450

##### 259.8 300.0 709.8 2210

##### 281.9 347.4 731.9 2232

1450 1450 1600 2350

end 1525 2300 675 1525 675

2300 1550 1525 1550 C/L

2300 675 1525 675 0

2000

2300 1550 1525 1550

2300 675 1525 675 1000 1000

2300 1550 1525 1550

Cap Y Column X Column Y 600 X Y Pile 1 X Pile 2 X Pile 3 X Pile 1 Y Pile 2&3 Y Cap X Cap Y Piles X Piles Y Cutoff X Cutoff Y Top bar X Top bar Y Btm bar X Btm bar Y E Links X E Links Y C Links X C Links Y Cap X Cap Y Piles X

1126 1826 1826 1126 850 850 1150 1150 950.7 1251 1251 950.7 diameter piles 0.0 -52.1 ##### ##### ##### ##### ##### ##### 1000 948 897 850 350 298 247 200 1650 1598 1547 1500 50 55 68 90 1176 1181 1194 1216 SOUTH ELEVATION 0 0 2000 2000 240 640 640 240 50 50 650 0 240 0 50 50 650 650 240 290 290 240 50 50 1950 1950 580 580 580 580 50 50 1950 1950 565 325 325 565 110 110 110 315 590 315 600 600 800 315 590 315 EAST ELEVATION 0 0 1826 1826 240 640 640 240 50 50 650

0 850 950.7 ##### ##### 807 157 1457 120 1246 0 240 650 240

0 1126 0 2000 1101 1101 Fill 880 880 910 910 940 940 950.7 1251 950.7 1251 950.7 1251 ##### ##### 770 120 1420 157 1283

##### ##### 740 90 1390 200 1326

##### ##### 718 68 1368 247 1373

##### 0.0 700 50 1350 350 1476

##### 52.1 705 55 1355 402 1528

##### 102.6 718 68 1368 453 1579

##### 150.0 740 90 1390 500 1626

650 650 1350 1350 240 640 240 640 1350 1350 1950 1950 Col X 850 0 240 0 240 Col Y 640 1350 1350 1950 1950 700 700 240 290 290 240 0 240

space No centre 940 5 ends 120 1 110 110 110 590 315 590 800 1000 1000 590 315 590 0 240 650

##### -52.1 705 55 1355 298 1424

1126 1126 240 640 1176 1176

start 600 110

##### 192.8 770 120 1420 543 1669

-50

##### 229.8 807 157 1457 580 1706

1876 970 970 950.7 1251 ##### 259.8 850 200 1500 610 1736

##### 281.9 897 247 1547 632 1758

850 1150 1150 940 640 940 1300 1300 0 240

end 1400 1890 1890 315 590 1200 1200 315 590

1890 1890 315 590 1400 1400 315 590

1776 1776 Col X 951

951

1890 1890 315 590 1400 1400 315 590

1251 1251

Piles Y 0 240 0 Cutoff X 50 50 650 650 Cutoff Y 240 290 290 240 Top bar X 50 766 1126 1776 Top bar Y 568 568 568 568 Btm bar X 50 50 1776 1776 Btm bar Y 577 337 337 577 E Links X 110 110 110 E Links Y 327 580 327 C Links X 388 388 538 C Links Y 327 580 327 QUADRUPLE Cap X 0 0 2000 2000 Cap Y 0 2000 2000 0 Column X 850 850 1150 1150 Column Y 800 1200 1200 800 600 diameter piles X 0.0 -52.1 ##### ##### Y ##### ##### ##### ##### Pile 1&3 X 350 298 247 200 Pile 2&4 X 1650 1598 1547 1500 Pile 1&2 Y 50 55 68 90 Pile 3&4 Y 1350 1355 1368 1390 SOUTH ELEVATION Cap X 0 0 2000 2000 Cap Y 270 720 720 270 Piles X 50 50 650 Piles Y 0 270 0 Cutoff X 50 50 650 650 Cutoff Y 270 320 320 270

240

0 240 1176 1176 1776 1776 240 290 290 240

space No centre 826 6 ends 120 1 110 110 110 580 327 580 538 688 688 580 327 580 Control 0 2000 C/L 0 2000 850 Fill 880 880 800 800 1200 ##### ##### 157 1457 120 1420 0 270 650 270

##### ##### 120 1420 157 1457

##### ##### 90 1390 200 1500

##### ##### 68 1368 247 1547

start 388 110

0

240

end 1138

838 327

838 580

988 327

988 580

1138 1138 327 580

-50 2050 1000 1000 1000 1000 -50 2050 910 910 940 940 800 1200 800 1200 ##### -52.1 55 1355 298 1598

##### 0.0 50 1350 350 1650

##### 52.1 55 1355 402 1702

##### 102.6 68 1368 453 1753

##### 150.0 90 1390 500 1800

1350 1350 1950 1950 Col X 850 0 270 0 270 Col Y 720 1350 1350 1950 1950 270 320 320 270 No start end

##### 192.8 120 1420 543 1843

850 1058 S

##### 229.8 157 1457 580 1880

970 800

970 1200

##### 259.8 200 1500 610 1910

##### 281.9 247 1547 632 1932

1150 1150 720 1058

Top bar X 50 1950 Btm bar X Top bar Y 670 670 Btm bar Y Links X 100 100 280 Links Y 357.5 657.5 357.5 EAST ELEVATION Cap X 0 0 2000 2000 Cap Y 270 720 720 270 Piles X 50 50 650 Piles Y 0 270 0 Cutoff X 50 50 650 650 Cutoff Y 270 320 320 270 Top bar X 50 1950 Btm bar X Top bar Y 645 645 Btm bar Y Links X 100 100 400 QUINTRUPLE Cap X 0 0 2539 2539 Cap Y 0 2539 2539 0 Column X 1045 1045 1495 1495 Column Y 1120 1420 1420 1120 600 diameter piles X 0.0 -52.1 ##### ##### Y ##### ##### ##### ##### Pile 1&3 X 350 298 247 200 Pile 2&4 X 2189 2137 2086 2039 Pile 5 X 1270 1217 1167 1120 Pile 1&2 Y 50 55 68 90 Pile 3&4 Y 1889 1894 1907 1929 Pile 5 Y 970 974 988 1010 SOUTH ELEVATION Cap X 0 0 2539 2539

50 475 280 657.5 0 270 650 270

50 345

1950 1950 345 475 460 460 357.5 657.5

7 11 640 640 357.5 657.5

100 100

1900 300 1900 180 820 820 357.5 657.5

1950 Col X 800 270 Col Y 720

0 0 1045 1120

1350 1350 1950 0 270 0 1350 1350 1950 1950 270 320 320 270 50 1950 1950 370 370 500 700 700 1000 Control 2539 C/L -50 2589 2539 1270 1270 Fill 1090 1090 1135 1120 1420 1120

##### ##### 157 1996 1077 120 1959 1040

##### ##### 120 1959 1040 157 1996 1077

##### 52.1 55 1894 974 402 2241 1322

50 500 400

0

##### ##### 90 1929 1010 200 2039 1120

##### ##### 68 1907 988 247 2086 1167

##### -52.1 55 1894 974 298 2137 1217

##### 0.0 50 1889 970 350 2189 1270

1000 1000 357.5 657.5

800 1058

1200 1200 720 1058

end S 1900 300 1900 180 1300 1300

1600 1600

1270 1270 -50 2589 1135 1180 1180 1420 1120 1420

1225 1225 1120 1420

No 7 11 1000

start 100 100

##### 102.6 68 1907 988 453 2292 1372

##### 150.0 90 1929 1010 500 2339 1420

##### 192.8 120 1959 1040 543 2382 1462

##### 229.8 157 1996 1077 580 2419 1499

##### 259.8 200 2039 1120 610 2449 1529

##### 281.9 247 2086 1167 632 2471 1551

Cap Y Piles X Piles Y Cutoff X Cutoff Y Top bar X Top bar Y Links X Links Y

360 960 960 360 50 50 650 0 360 0 50 50 650 650 360 410 410 360 50 2489 Btm bar X 885 885 Btm bar Y 219.5 219.5 570 447.5 897.5 447.5 EAST ELEVATION Cap X 0 0 2539 2539 Cap Y 360 960 960 360 Piles X 50 50 650 Piles Y 0 360 0 Cutoff X 50 50 650 650 Cutoff Y 360 410 410 360 Top bar X 50 2489 Btm bar X Top bar Y 910 910 Btm bar Y Links X 100 100 333.9 SEXTRUPLE Cap X 0 0 2000 2000 Cap Y 0 3300 3300 0 Column X 825 825 1175 1175 Column Y 1400 1900 1900 1400 600 diameter piles X 0.0 -52.1 ##### ##### Y ##### ##### ##### ##### Pile 1,3,5 X 350 298 247 200 Pile 2,4,6 X 1650 1598 1547 1500 Pile 1&2 Y 50 55 68 90

360 650 360

1889 0 1889 1889 360 410 50 50 2489 590 460 460 569.5 920 897.5 447.5 0 360 650 360

1889 2489 2489 Col X 1045 1045 360 0 360 Col Y 960 1410 2489 2489 970 969.5 1570 1570 410 360 0 410 410 0 2489 590 919.5 1270 1270 1620 1620 897.5 447.5 897.5 447.5 897.5

1889 0 1889 1889 360 410 50 50 2489 565 435 435 333.9 567.8 Control 0 3300 0 2000 825 Fill 860 1400 1400

1889 2489 2489 Col X 360 0 360 Col Y 2489 2489 970 969.5 410 360 0 410 2489 565 567.8 801.7 801.7

##### ##### 157 1457 120

##### ##### 68 1368 247

##### ##### 120 1420 157

##### ##### 90 1390 200

1120 1120 960 1410 1570 1570 410 0

1495 1495 960 1410 No 7 11

start 219.5 100 1970 447.5

end 2320 2439 1970 897.5

1420 1420 960 1410 No 7 11

1036 1036

start end 219.5 2320 100 2439 1270 1270

-50 2050 1000 1000 1650 1650 -50 3350 860 895 895 930 930 1900 1400 1900 1400 1900

965 965 1400 1900

C/L

##### ##### ##### -52.1 0.0 52.1 55 50 55 1355 1350 1355 298 350 402

##### 102.6 68 1368 453

##### 150.0 90 1390 500

##### 192.8 120 1420 543

##### 229.8 157 1457 580

##### 259.8 200 1500 610

##### 281.9 247 1547 632

Pile 3&4 Y 1350 1355 1368 1390 1420 Pile 5&6 Y 2650 2655 2668 2690 2720 SOUTH ELEVATION Cap X 0 0 2000 2000 0 Cap Y 390 1040 1040 390 390 Piles X 50 50 650 650 Piles Y 0 390 0 390 Cutoff X 50 50 650 650 Cutoff Y 390 440 440 390 Top bar X 50 1950 Btm bar X 50 Top bar Y 965 965 Btm bar Y 620 Links X 125 125 475 475 Links Y 477.5 977.5 477.5 977.5 EAST ELEVATION Cap X 0 0 3300 3300 0 Cap Y 390 1040 1040 390 390 Piles X 50 50 650 650 Piles Y 0 390 0 390 Cutoff X 50 50 650 650 Cutoff Y 390 440 440 390 Top bar X 50 3250 Btm bar X 50 Top bar Y 990 990 Btm bar Y 595 Links X 100 100 338.5 338.5 DRAWING - EAST ELEVATION 1total length Cap X 69.5 69.5 2470 2470 69.5 Cap Y 372 1372 1372 372 372 Piles X 219.5 219.5 819.5 819.5 Piles Y 0 372 0 372 Column X 1020 1020 1520 1520 Column Y 1372 1837 1372 1837

1457 1500 1547 1598 1650 1702 1753 1800 1843 1880 1910 1932 2757 2800 2847 2898 2950 3002 3053 3100 3143 3180 3210 3232

1350 0 1350 1350 390 440 50 1950 490 490 825 477.5

1350 1950 1950 Col X 825 825 390 0 390 Col Y 1040 1528 1950 1950 440 390 1950 620 825 1175 1175 1525 1525 977.5 477.5 977.5 477.5 977.5

1350 1350 0 390 1350 1350 1950 390 440 440 50 3250 3250 465 465 595 576.9 576.9 10452 First C/L @ 4448 4448 972 1372 1720 1720 0 372 5398 5398 1372 1837

1950 1950 2650 2650 0 390 0 390 1950 2650 2650 3250 3250 390 390 440 440 390

815.4 815.4 1270 2nd C/L @ 5361 6274 6274 4448 1372 972 972 2320 2320 0 372 5698 5698 1372 1837

1175 1175 1040 1528 No 6 11

start 125 100 1875 477.5

end 1875 1900 1875 977.5

3250 3250 0 390 No 8 14

1054 1054 Last C/L @ 9452 5574 5574 972 1372 4498 4498 0 972 9252 9252 1372 1837

start end 75 3225 100 3200 1292 1292 8452 922 5098 0 9652 1372

8452 1372 5098 972 9652 1837

Cutoff X 219.5 219.5 819.5 819.5 Cutoff Y 372 422 422 372 Top bar X 119.5 2420 4498 Top bar Y 1312 1312 1300 Btm bar X 119.5 119.5 2420 2420 Btm bar Y 697 457 457 697 Links X 169.5 169.5 169.5 Links Y 447 1322 447 DRAWING - EAST ELEVATION 2 Cap X 0 0 2539 2539 Cap Y 772 1372 1372 772 Piles X 50 50 650 Piles Y 0 772 0 Column X 1120 1120 1420 Column Y 1372 1837 1372 Cutoff X 50 50 650 650 Cutoff Y 772 822 822 772 Top bar X 50 2489 3761 Top bar Y 1322 1322 1322 Btm bar X 50 50 2489 2489 Btm bar Y 977 847 847 977 Links X 100 100 333.9 Links Y 832 1342 832 DRAWING - SOUTH ELEVATION 1 Cap X 819.5 819.5 1720 1720 Cap Y 372 1372 1372 372 Piles X 969.5 969.5 1570 Piles Y 0 372 0 Column X 1020 1020 1520 Column Y 1372 1837 1372

6224 1300

169.5 1322 0 772 650 772 1420 1837

1720 1720 372 422 8502 1297 4498 4498 1309 1069 169.5 447

2320 422 10402 1297 6224 1069 169.5 1322

2320 372

4498 4498 5098 5098 972 1022 1022 972

5624 5624 972 1022

6224 1309

8502 8502 10402 10402 1152 1022 1022 1152 2370 2370 2370 2370 447 1322 447 1322

2370 2370 447 1322

3711 722 1889 0 5111 1372 969.5 969.5 0 822

3711 7011 7011 3711 1372 1372 722 722 1889 2489 2489 772 0 772 5111 5611 5611 1837 1372 1837 1570 1570 1889 1889 822 0 772 822

10452 1372 3761 3761 0 722

4361 4361 0 722

2489 2489 822 772

3761 3761 722 772

3761 3761 6961 6961 927 797 797 927 333.9 567.8 567.8 801.7 801.7 1342 832 1342 832 1342

1036 1036 832 1342

1270 1270 832 1342

819.5 372 1570 372 1520 1837

5011 972 5711 0 9302 1372

5711 972 6311 0 9602 1372

6961 1322

4361 972 4411 0 5211 1372

4361 6361 6361 4361 1372 1372 972 972 4411 5011 5011 972 0 972 5211 5511 5511 1837 1372 1837

5011 1372 5711 972 9302 1837

5711 1372 6311 972 9602 1837

Cutoff X 969.5 969.5 1570 1570 Cutoff Y 372 422 422 372 Top bar X 4411 6311 8502 Top bar Y 1312 1312 1322 Btm bar X 4411 4411 6311 6311 Btm bar Y 1297 1057 1057 1297 Links X 4471 4471 4471 Links Y 1047 1322 1047 DRAWING - SOUTH ELEVATION 2 Cap X 0 0 2539 2539 Cap Y 772 1372 1372 772 Piles X 50 50 650 Piles Y 0 772 0 Column X 1045 1045 1495 Column Y 1372 1837 1372 Cutoff X 50 50 650 650 Cutoff Y 772 822 822 772 Top bar X 50 2489 4411 Top bar Y 1297 1297 1297 Btm bar X 50 50 2489 2489 Btm bar Y 1002 872 872 1002 Links X 219.5 219.5 569.5 Links Y 859.5 1310 859.5 DRAWING - PLANS 1 Cap X 819.5 819.5 1720 1720 Cap Y 0 2400 2400 0 Pile 1 X 1270 1217 1167 1120 Pile 1 Y 150 155 168 190 Pile 2 X 1270 1217 1167 1120 Pile 2 Y 1650 1655 1668 1690

4411 4411 5011 5011 972 1022 1022 972

5061 5061 5661 5661 0 1022 1022 0

5711 5711 972 1022

10402 1322 8502 8502 10402 10402 1127 997 997 1127 4471 4471 4471 6251 6251 1322 1047 1322 1047 1322 0 772 650 772 1495 1837

4361 722 1889 0 5186 1372 969.5 969.5 0 822

4361 6361 6361 4361 1372 1372 722 722 1889 2489 2489 772 0 772 5186 5536 5536 1837 1372 1837 1570 1570 1889 1889 822 0 772 822

6251 6251 1047 1322

6251 6251 1047 1322

10452 1372 4411 4411 0 972

5011 5011 0 972

2489 2489 822 772

4411 4411 722 772

1620 1620 859.5 1310

1970 1970 859.5 1310

6311 1297 4411 4411 6311 6311 952 822 822 952 569.5 919.5 919.5 1270 1270 1310 859.5 1310 859.5 1310

819.5 4361 4361 6361 6361 5711 5011 4361 8452 8452 0 1413 2113 2113 1413 287 287 1413 200 2200 1077 1040 1010 988 974 970 974 988 1010 1040 1077 1120 220 257 300 347 398 450 502 553 600 643 680 710 1077 1040 1010 988 974 970 974 988 1010 1040 1077 1120 1720 1757 1800 1847 1898 1950 2002 2053 2100 2143 2180 2210

10452 2200 1167 732 1167 2232

Pile 3 X 6011 5959 Pile 3 Y 1463 1468 Pile 4 X 10102 10050 Pile 4 Y 1550 1555 Column X 1020 1020 Column Y 950 1450 Fill X 1070 1070 Fill Y 950 1450 DRAWING - PLANS 2 Cap X 0 0 Cap Y 0 2539 Pile 1 X 350 298 Pile 1 Y 50 55 Pile 2 X 2189 2137 Pile 2 Y 50 55 Pile 3 X 350 298 Pile 3 Y 1889 1894 Pile 4 X 2189 2137 Pile 4 Y 1889 1894 Pile 5 X 1270 1217 Pile 5 Y 970 974 Pile 6 X 6361 6365 Pile 6 Y 1920 1867 Column X 1045 1045 Column Y 1120 1420 Fill X 1090 1090 Fill Y 1120 1420

5908 1481 9999 1568 1520 1450

5861 1503 9952 1590 1520 950 1120 950

5818 1533 9909 1620 1020 950 1120 1450

2539 2539 247 68 2086 68 247 1907 2086 1907 1167 988 6379 1817 1495 1420

2539 0 200 90 2039 90 200 1929 2039 1929 1120 1010 6401 1770 1495 1120 1135 1120

0 0 157 120 1996 120 157 1959 1996 1959 1077 1040 6431 1727 1045 1120 1135 1420

5781 1570 9872 1657

120 157 1959 157 120 1996 1959 1996 1040 1077 6468 1690

5751 1613 9842 1700 5211 1238 1170 950

5729 1660 9820 1747 5211 1538 1170 1450

5715 1711 9807 1798 5511 1538

5711 1763 9802 1850 5511 1238 1220 950

5715 1815 9807 1902 5211 1238 1220 1450

3711 269.5 90 200 1929 200 90 2039 1929 2039 1010 1120 6511 1660 5111 1095 1180 1120

3711 2270 68 247 1907 247 68 2086 1907 2086 988 1167 6558 1638 5611 1095 1180 1420

7011 2270 55 298 1894 298 55 2137 1894 2137 974 1217 6609 1624 5611 1445

7011 269.5 50 350 1889 350 50 2189 1889 2189 970 1270 6661 1620 5111 1445 1225 1120

3711 269.5 55 402 1894 402 55 2241 1894 2241 974 1322 6713 1624 5111 1095 1225 1420

5729 1866 9820 1953

68 453 1907 453 68 2292 1907 2292 988 1372 6763 1638

5751 1913 9842 2000 9302 1000 1270 950

5781 1956 9872 2043 9302 1400 1270 1450

5818 1993 9909 2080 9602 1400

5861 2023 9952 2110 9602 1000 1320 950

5908 2045 9999 2132 9302 1000 1320 1450

10452 2539 90 500 1929 500 90 2339 1929 2339 1010 1420 6811 1660

120 543 1959 543 120 2382 1959 2382 1040 1462 6854 1690

157 580 1996 580 157 2419 1996 2419 1077 1499 6891 1727

200 610 2039 610 200 2449 2039 2449 1120 1529 6921 1770

247 632 2086 632 247 2471 2086 2471 1167 1551 6943 1817

1270 1270 1120 1420

1315 1315 1120 1420

-52.1 295.4 397.9 745.4 2245

450 950

450 1450

0.0 300.0 450.0 750.0 2250

52.1 295.4 502.1 745.4 2245

1525 1525 675 1550

102.6 281.9 552.6 731.9 2232

500 950

500 1450

150.0 259.8 600.0 709.8 2210

192.8 229.8 642.8 679.8 2180

1525 1525 675 1550

229.8 192.8 679.8 642.8 2143

550 950

550 1450

259.8 150.0 709.8 600.0 2100

281.9 102.6 731.9 552.6 2053

1525 1525 675 1550

295.4 52.1 745.4 502.1 2002

600 950

600 1450

300.0 0.0 750.0 450.0 1950

295.4 -52.1 745.4 397.9 1898

1525 1525 675 1550

281.9 ##### 731.9 347.4 1847

650 950

650 1450

259.8 ##### 709.8 300.0 1800

229.8 ##### 679.8 257.2 1757

1525 1525 675 1550

192.8 ##### 642.8 220.2 1720

150.0 ##### 600.0 190.2 1690

102.6 ##### 552.6 168.1 1668

1525 1525 675 1550

52.1 ##### 502.1 154.6 1655

1000 1000 950.7 1251 -52.1 295.4 948 298 1598 645 1771

0.0 300.0 1000 350 1650 650 1776

52.1 295.4 1052 402 1702 645 1771

1400 1400 315 590

1030 1030 950.7 1251 102.6 281.9 1103 453 1753 632 1758

150.0 259.8 1150 500 1800 610 1736

192.8 229.8 1193 543 1843 580 1706

1400 1400 315 590

1060 1060 950.7 1251 229.8 192.8 1230 580 1880 543 1669

259.8 150.0 1260 610 1910 500 1626

281.9 102.6 1282 632 1932 453 1579

1400 1400 315 590

1090 1090 950.7 1251 295.4 52.1 1295 645 1945 402 1528

300.0 0.0 1300 650 1950 350 1476

295.4 -52.1 1295 645 1945 298 1424

1400 1400 315 590

1120 1120 950.7 1251 281.9 ##### 1282 632 1932 247 1373

259.8 ##### 1260 610 1910 200 1326

229.8 ##### 1230 580 1880 157 1283

1400 1400 315 590

192.8 ##### 1193 543 1843 120 1246

150.0 ##### 1150 500 1800 90 1216

102.6 ##### 1103 453 1753 68 1194

1400 1400 315 590

52.1 ##### 1052 402 1702 55 1181

1138 1138 327 580

1138 1138 327 580

1138 1138 327 580

1138 1138 327 580

1138 1138 327 580

1000 1000 800 1200

1030 1030 800 1200

1060 1060 800 1200

1090 1090 800 1200

1120 1120 800 1200

-52.1 0.0 52.1 102.6 295.4 300.0 295.4 281.9 298 350 402 453 1598 1650 1702 1753 645 650 645 632 1945 1950 1945 1932

150.0 259.8 500 1800 610 1910

192.8 229.8 543 1843 580 1880

229.8 192.8 580 1880 543 1843

259.8 150.0 610 1910 500 1800

281.9 102.6 632 1932 453 1753

295.4 300.0 295.4 281.9 259.8 52.1 0.0 -52.1 ##### ##### 645 650 645 632 610 1945 1950 1945 1932 1910 402 350 298 247 200 1702 1650 1598 1547 1500

229.8 ##### 580 1880 157 1457

1138 1138 327 580

192.8 ##### 543 1843 120 1420

150.0 ##### 500 1800 90 1390

102.6 ##### 453 1753 68 1368

52.1 ##### 402 1702 55 1355

-52.1 295.4 298 2137 1217 645 2484 1565

1180 1180 357.5 657.5

1360 1360 357.5 657.5

1540 1540 357.5 657.5

1720 1720 357.5 657.5

1900 1900 357.5 657.5

1900 1900 357.5 657.5

1900 1900

1900 1900

1900 1900

1900 1900

1900 1900

1900 1900

1270 1270 1120 1420

1315 1315 1120 1420

1360 1360 1120 1420

1405 1405 1120 1420

1450 1450 1120 1420

0.0 300.0 350 2189 1270 650 2489 1570

52.1 295.4 402 2241 1322 645 2484 1565

102.6 281.9 453 2292 1372 632 2471 1551

150.0 259.8 500 2339 1420 610 2449 1529

192.8 229.8 543 2382 1462 580 2419 1499

229.8 192.8 580 2419 1499 543 2382 1462

259.8 150.0 610 2449 1529 500 2339 1420

281.9 102.6 632 2471 1551 453 2292 1372

295.4 52.1 645 2484 1565 402 2241 1322

300.0 0.0 650 2489 1570 350 2189 1270

295.4 -52.1 645 2484 1565 298 2137 1217

281.9 ##### 632 2471 1551 247 2086 1167

259.8 ##### 610 2449 1529 200 2039 1120

229.8 ##### 580 2419 1499 157 1996 1077

192.8 ##### 543 2382 1462 120 1959 1040

150.0 ##### 500 2339 1420 90 1929 1010

102.6 ##### 453 2292 1372 68 1907 988

52.1 ##### 402 2241 1322 55 1894 974

S 350 234 2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

1503 1503

1737 1737

1971 1971

2205 2205

2439 2439

2439 2439

1000 1000 1400 1900

1035 1035 1400 1900

1070 1070 1400 1900

1105 1105 1400 1900

1140 1140 1400 1900

S 350 234

-52.1 0.0 52.1 102.6 150.0 192.8 229.8 259.8 281.9 295.4 300.0 295.4 281.9 259.8 295.4 300.0 295.4 281.9 259.8 229.8 192.8 150.0 102.6 52.1 0.0 -52.1 ##### ##### 298 350 402 453 500 543 580 610 632 645 650 645 632 610 1598 1650 1702 1753 1800 1843 1880 1910 1932 1945 1950 1945 1932 1910 645 650 645 632 610 580 543 500 453 402 350 298 247 200

229.8 ##### 580 1880 157

192.8 ##### 543 1843 120

150.0 ##### 500 1800 90

102.6 ##### 453 1753 68

52.1 ##### 402 1702 55

1945 1950 1945 1932 1910 1880 1843 1800 1753 1702 1650 1598 1547 1500 1457 1420 1390 1368 1355 3245 3250 3245 3232 3210 3180 3143 3100 3053 3002 2950 2898 2847 2800 2757 2720 2690 2668 2655

S 350 180 1875 1875 477.5 977.5

1875 1875 477.5 977.5

Col X 1400 1400 Col Y 1040 1528

1900 1900 1040 1528

1875 1875 477.5 977.5

1875 1875 477.5 977.5

1875 1875 477.5 977.5

1875 1875 477.5 977.5

S 450 238 1531 1531

1769 1769

2008 2008

2246 2246

2485 2485

2723 2723

10452 10452 8452 1372 922 922 5624 5624 0 972

6224 6224 0 972

8502 8502 0 922

9102 9102 0 922

9802 9802 0 922

10402 10402 0 922

6224 6224 1022 972

8502 8502 9102 9102 922 972 972 922

9802 9802 10402 10402 922 972 972 922

944.5 944.5 447 1322

1270 1270 447 1322

1595 1595 447 1322

1595 1595 447 1322

5061 5061 0 722

5661 5661 0 722

6361 6361 0 722

6961 6961 0 722

4361 4361 772 722

1503 1503 832 1342

5061 5061 5661 5661 722 772 772 722

1737 1737 832 1342

8452 8452 10452 10452 922 1372 1372 922 8502 8502 9102 0 922 0

8452 922 9102 922

1595 1595 447 1322

1595 1595 447 1322

2439 2439 832 1342

2439 2439 832 1342

6361 6361 6961 6961 722 772 772 722

1971 1971 832 1342

2205 2205 832 1342

9802 9802 0 922

10402 10402 0 922

6311 6311 1022 972

4961 4961 1047 1322

5161 5161 1047 1322

5711 5711 0 972

6311 6311 0 972

5011 5011 772 722

2320 2320 859.5 1310 10452 200 1217 745 1217 2245

8502 8502 9102 9102 922 972 972 922

9802 9802 10402 10402 922 972 972 922

5361 5361 1047 1322

5561 5561 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

2320 2320 859.5 1310

2320 2320 859.5 1310

2320 2320 859.5 1310

2320 2320 859.5 1310

5711 5711 6311 6311 722 772 772 722

2320 2320 859.5 1310

8452 10452 200 2400 1270 1322 1372 1420 1462 1499 1529 1551 1565 1570 1565 1551 1529 1499 1462 1420 1372 1322 750 745 732 710 680 643 600 553 502 450 398 347 300 257 220 190 168 155 1270 1322 1372 1420 1462 1499 1529 1551 1565 1570 1565 1551 1529 1499 1462 1420 1372 1322 2250 2245 2232 2210 2180 2143 2100 2053 2002 1950 1898 1847 1800 1757 1720 1690 1668 1655

5959 2058 10050 2145

6011 2063 10102 2150

6063 2058 10154 2145

6113 2045 10205 2132

1370 1370 950 1450

298 645 2137 645 298 2484 2137 2484 1217 1565 6956 1867

350 650 2189 650 350 2489 2189 2489 1270 1570 6961 1920

402 645 2241 645 402 2484 2241 2484 1322 1565 6956 1972

1360 1360 1120 1420

6161 2023 10252 2110

6204 1993 10295 2080

6241 1956 10332 2043

1420 1420 950 1450

453 632 2292 632 453 2471 2292 2471 1372 1551 6943 2022

500 610 2339 610 500 2449 2339 2449 1420 1529 6921 2070

543 580 2382 580 543 2419 2382 2419 1462 1499 6891 2112

1405 1405 1120 1420

6271 1913 10362 2000

6293 1866 10384 1953

6306 1815 10397 1902

1470 1470 950 1450

580 543 2419 543 580 2382 2419 2382 1499 1462 6854 2149

610 500 2449 500 610 2339 2449 2339 1529 1420 6811 2179

632 453 2471 453 632 2292 2471 2292 1551 1372 6763 2201

1450 1450 1120 1420

6311 1763 10402 1850

6306 1711 10397 1798

6293 1660 10384 1747

5241 5241 1238 1538

645 402 2484 402 645 2241 2484 2241 1565 1322 6713 2215

650 350 2489 350 650 2189 2489 2189 1570 1270 6661 2220

645 298 2484 298 645 2137 2484 2137 1565 1217 6609 2215

5161 5161 1095 1445

6271 1613 10362 1700

6241 1570 10332 1657

6204 1533 10295 1620

5271 5271 1238 1538

632 247 2471 247 632 2086 2471 2086 1551 1167 6558 2201

610 200 2449 200 610 2039 2449 2039 1529 1120 6511 2179

580 157 2419 157 580 1996 2419 1996 1499 1077 6468 2149

5211 5211 1095 1445

6161 1503 10252 1590

6113 1481 10205 1568

6063 1468 10154 1555

5301 5301 1238 1538

543 120 2382 120 543 1959 2382 1959 1462 1040 6431 2112

500 90 2339 90 500 1929 2339 1929 1420 1010 6401 2070

453 68 2292 68 453 1907 2292 1907 1372 988 6379 2022

5261 5261 1095 1445

402 55 2241 55 402 1894 2241 1894 1322 974 6365 1972

0.0 ##### 450.0 150.0 1650

1525 1525 675 1550

1525 1525 675 1550

1525 1525 675 1550

1525 1525 675 1550

1525 1525 675 1550

1525 1525 675 1550

1525 1525 675 1550

1525 675

0.0 ##### 1000 350 1650 50 1176

1400 1400 315 590

1400 1400 315 590

1400 1400 315 590

1400 1400 315 590

1400 1400 315 590

1400 1400 315 590

1400 1400 315 590

1400 315

1138 1138 327 580

0.0 ##### 350 1650 50 1350

1138 1138 327 580

1138 1138 327 580

1138 1138 327 580

1138 1138 327 580

1138 1138 327 580

1138 1138 327 580

1138 327

1900 1900 357.5 657.5

1900 1900 357.5 657.5

1900 1900 357.5 657.5

1900 1900 357.5 657.5

1900 1900 357.5 657.5

1900 1900 357.5 657.5

1900 1900 357.5 657.5

1900 357.5

1900 1900

1900 1900

1900 1900

1900 1900

1900 1900

1900 1900

1900 1900

1900

0.0 ##### 350 2189 1270 50 1889 970

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 2320 447.5 897.5

2320 447.5

2439 2439

2439 2439

2439 2439

2439 2439

2439 2439

2439 2439

2439 2439

2439

0.0 ##### 350 1650 50

1350 2650

1875 1875 477.5 977.5

1875 1875 477.5 977.5

1875 1875 477.5 977.5

1875 1875 477.5 977.5

1875 1875 477.5 977.5

1875 1875 477.5 977.5

1875 1875 477.5 977.5

1875 477.5

2962 2962

3200 3200

3200 3200

3200 3200

3200 3200

3200 3200

3200 3200

3200

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

1595 447

2439 2439 832 1342

2439 2439 832 1342

2439 2439 832 1342

2439 2439 832 1342

2439 2439 832 1342

2439 2439 832 1342

2439 2439 832 1342

2439 832

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 1047

2320 2320 859.5 1310

2320 2320 859.5 1310

2320 2320 859.5 1310

2320 2320 859.5 1310

2320 2320 859.5 1310

2320 2320 859.5 1310

2320 2320 859.5 1310

2320 859.5

1270 150 1270 1650

## ## ## ##

5309 5258 ## 5168 5131 342 355 ## 407 444 4659 4608 ## 4518 4481 1468 1481 ## 1533 1570

## ## ## ##

5079 5065 ## 5065 5079 534 585 ## 689 740 4429 4415 ## 4415 4429 1660 1711 ## 1815 1866

## ## ## ##

5131 5168 ## 5258 5309 830 867 ## 919 932 4481 4518 ## 4608 4659 1956 1993 ## 2045 2058

## ## ## ##

5413 932 4763 2058

6011 1463 10102 1550

## 8750 8699 ## 8609 8572 ## 8520 8507 ## 8507 8520 ## 8572 8609 ## 8699 8750 ## 8854 ## 1555 1568 ## 1620 1657 ## 1747 1798 ## 1902 1953 ## 2043 2080 ## 2132 2145 ## 2145

5331 5331 1238 1538

350 50 2189 50 350 1889 2189 1889 1270 970 6361 1920

5311 5311 1095 1445

5361 5361 1238 1538

## ## ## ## ## ## ## ## ## ##

3765 567 3765 1867 5065 567 5065 1867 6365 567

3779 517 3779 1817 5079 517 5079 1817 6379 517

5361 5361 1095 1445

5391 5391 1238 1538

## ## ## ## ## ## ## ## ## ##

3831 427 3831 1727 5131 427 5131 1727 6431 427

3868 390 3868 1690 5168 390 5168 1690 6468 390

5411 5411 1095 1445

5421 5421 1238 1538

## ## ## ## ## ## ## ## ## ##

3958 338 3958 1638 5258 338 5258 1638 6558 338

4009 324 4009 1624 5309 324 5309 1624 6609 324

5461 5461 1095 1445

5451 5451 1238 1538

## ## ## ## ## ## ## ## ## ##

4113 324 4113 1624 5413 324 5413 1624 6713 324

4163 338 4163 1638 5463 338 5463 1638 6763 338

5511 5511 1095 1445

5481 5481 1238 1538

## ## ## ## ## ## ## ## ## ##

4254 390 4254 1690 5554 390 5554 1690 6854 390

4291 427 4291 1727 5591 427 5591 1727 6891 427

5561 5561 1095 1445

9332 9332 1000 1400

## ## ## ## ## ## ## ## ## ##

4343 517 4343 1817 5643 517 5643 1817 6943 517

4356 567 4356 1867 5656 567 5656 1867 6956 567

9362 1000

## ## ## ## ## ## ## ## ## ##

4356 672 4356 1972 5656 672 5656 1972 6956 672

1525 1550

1400 590

1138 580

1900 657.5

1900

2320 897.5

2439

1875 977.5

3200

1595 1322

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

1595 1595 447 1322

4558 4558 1059 1312

2439 1342

3811 3811 810 1310

4049 4049 810 1310

4288 4288 810 1310

4526 4526 810 1310

4765 4765 810 1310

5003 5003 810 1310

5242 5242 810 1310

5761 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

5761 5761 1047 1322

8552 8552 1010 1310

2320 1310

4486 4486 810 1310

4836 4836 810 1310

5186 5186 810 1310

5536 5536 810 1310

5886 5886 810 1310

6236 6236 810 1310

6236 6236 810 1310

5463 919 4813 2045

5511 897 4861 2023

5554 867 4904 1993

5591 830 4941 1956

5621 787 4971 1913

5643 740 4993 1866

5656 689 5006 1815

5661 637 5011 1763

5656 585 5006 1711

5643 534 4993 1660

5621 487 4971 1613

5591 444 4941 1570

5554 407 4904 1533

5511 377 4861 1503

5463 355 4813 1481

5413 342 4763 1468

5361 337 4711 1463

8802 250 #### 250

8750 255 #### 255

8699 268 9999 268

8652 290 9952 290

8609 320 9909 320

8905 8952 8995 9032 9062 9084 9097 9102 9097 9084 9062 9032 8995 8952 8905 8854 8802 2132 2110 2080 2043 2000 1953 1902 1850 1798 1747 1700 1657 1620 1590 1568 1555 1550

9362 1400

4343 722 4343 2022 5643 722 5643 2022 6943 722

9392 9392 1000 1400

4321 770 4321 2070 5621 770 5621 2070 6921 770

4291 812 4291 2112 5591 812 5591 2112 6891 812

4254 849 4254 2149 5554 849 5554 2149 6854 849

9422 9422 1000 1400

4211 879 4211 2179 5511 879 5511 2179 6811 879

4163 901 4163 2201 5463 901 5463 2201 6763 901

4113 915 4113 2215 5413 915 5413 2215 6713 915

9452 9452 1000 1400

4061 920 4061 2220 5361 920 5361 2220 6661 920

4009 915 4009 2215 5309 915 5309 2215 6609 915

3958 901 3958 2201 5258 901 5258 2201 6558 901

9482 9482 1000 1400

3911 879 3911 2179 5211 879 5211 2179 6511 879

3868 849 3868 2149 5168 849 5168 2149 6468 849

3831 812 3831 2112 5131 812 5131 2112 6431 812

9512 9512 1000 1400

3801 770 3801 2070 5101 770 5101 2070 6401 770

3779 722 3779 2022 5079 722 5079 2022 6379 722

3765 672 3765 1972 5065 672 5065 1972 6365 672

9542 9542 1000 1400

3761 620 3761 1920 5061 620 5061 1920 6361 620

9572 9572 1000 1400

4558 4558 1059 1312

4558 4558 1059 1312

4836 4836 1059 1312

4986 4986 1059 1312

5136 5136 1059 1312

5286 5286 1059 1312

5436 5436 1059 1312

5586 5586 1059 1312

5480 5480 810 1310

5718 5718 810 1310

5957 5957 810 1310

6195 6195 810 1310

6434 6434 810 1310

6672 6672 810 1310

6911 6911 810 1310

6911 6911 810 1310

8732 8732 1010 1310

8912 8912 1010 1310

9092 9092 1010 1310

9272 9272 1010 1310

9452 9452 1010 1310

9632 9632 1010 1310

9812 9812 1010 1310

9992 9992 1010 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

8572 357 9872 357

8542 400 9842 400

8520 447 9820 447

8507 498 9807 498

8502 550 9802 550

8507 602 9807 602

8520 653 9820 653

8542 700 9842 700

8572 743 9872 743

8609 780 9909 780

8652 810 9952 810

8699 832 9999 832

8750 845 #### 845

8802 850 #### 850

8854 845 #### 845

8905 832 #### 832

8952 810 #### 810

8995 780 #### 780

9032 743 #### 743

9062 700 #### 700

9084 653 #### 653

9097 602 #### 602

9102 550 #### 550

5586 5586 1059 1312

5586 5586 1059 1312

5586 5586 1059 1312

5586 5586 1059 1312

5586 5586 1059 1312

6911 6911 810 1310

6911 6911 810 1310

6911 6911 810 1310

6911 6911 810 1310

6911 6911 810 1310

5586 5586 1059 1312

5586 5586 1059 1312

5586 1059

9097 498 #### 498

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

6236 6236 810 1310

9084 447 #### 447

9062 400 #### 400

9032 357 #### 357

8995 320 #### 320

8952 290 #### 290

8905 268 #### 268

8854 255 #### 255

8802 250 #### 250

#### #### 1010 1310

#### #### 1010 1310

#### 1010

5586 1312

5586 5586 1059 1312

5586 5586 1059 1312

5586 5586 1059 1312

5586 5586 1059 1312

5586 5586 1059 1312

5586 5586 1059 1312

8552 8552 1010 1310

#### 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

8852 8852 1010 1310

9152 9152 1010 1310

9452 9452 1010 1310

9752 9752 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

#### 1010

#### 1310

#### #### 1010 1310

#### #### 1010 1310

#### #### 1010 1310

Disclaimer All advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version. This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110 and EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS. Status of spreadsheet Public release version.

This spreadsheet is shareware. It may be distributed freely, but may not be used for commercial purposes until the user has registered with the RCC.

Revision history RCC82 Pilecap Design

Date

Version

Action

Size (kB)

26-Jun-03 RCC82 v β2

Pile tolerance option added.

998

19-Jun-03 RCC82 v β1

First issue for comment.

996

Size (kB)