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Project Lotsafee HousePILECAP DESIGN to BS 8110:1997 Checked Revision Job No Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000 DEAD IMPOSED WIND... © 2

Project Lotsafee House

PILECAP DESIGN to BS 8110:1997 Checked Revision Job No

Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000

fy 460 N/mm² T&S cover 50 mm gs 1.05 steelPile capacity 200 kN Btm cover 75 mm Conc density 23.6 kN/m³

COLUMN ACTIONS kN, kNm characteristic

DEAD IMPOSED WIND

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

M (kNm) 23.2 10.4 2.7

4 Legs T8 @ 200 LINKS = 440.4 N/mm

VALID DESIGN

PILECAP COLUMN

STATUS

ELEVATION

7 T16 01 B

UNREGISTERED COPY

Concrete Innovation & Design

Double Pilecap

KEY

Project Lotsafee House

PILECAP DESIGN to BS 8110:1997 Checked Revision Job No

Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000

PILE REACTIONS kN

PILE 1 PILE 2 PILE 3 OVERTURNING MOMENTS - kNm characteristic

PILES 2 & 3 Ø8 links

Project Lotsafee House

PILECAP DESIGN to BS 8110:1997 Checked Revision Job No Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000

DEAD IMPOSED WIND

Project Lotsafee House

Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000

Cap load = 91.3 kN OVERTURNING MOMENTS - kNm characteristic

DEAD IMPOSED WIND

Mx 19.1 5.3 2.1

My 23.3 10.6 5.3 PILE REACTIONS kN

PILE 1 PILE 2 PILE 3 PILE 4 PILE 5

Max clear S = 284.0 Max clear S = 284.0

Min clear S = 25.0 Min clear S = 25.0

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)

Project Lotsafee House

PILECAP DESIGN to BS 8110:1997 Checked Revision Job No

Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000

Cap load = 101.2 kN OVERTURNING MOMENTS - kNm characteristic

DEAD IMPOSED WIND

Mx 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

Max clear S = 284.0 Max clear S = 284.0

Min clear S = 25.0 Min clear S = 25.0

Concrete Innovation & Design

Bar schedule ref : 202 01 Rev:

Job no : P2000 UNREGISTERED COPY Prepared by : RodChecked by :

This schedule complies with BS 8666 PILECAP DESIGN to BS 8110:1997

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

Type and size

No.

of mbrs

Length of each bar

† mm

Shape code

1,373 kg on this schedule

Concrete grade C35.Cover 75 mm bottom.Cover 50 mm top & sides

Connecting slabs &

Bar X 50 50 2250 2250 space No start end

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

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 970Column Y 950.7 1251 1251 950.7 950.7 950.7 1251 950.7 1251 950.7 1251 950.7 1251

375 diameter piles

Pile 1 X 1000 967 936 906 879 856 838 824 815 813 815 824 838 856 879 906 936Pile 2 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286Pile 3 X 1650 1617 1586 1556 1529 1506 1488 1474 1465 1463 1465 1474 1488 1506 1529 1556 1586Pile 1 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526Pile 2&3 Y 1289 1291 1300 1314 1332 1355 1382 1412 1443 1476 1509 1540 1570 1597 1620 1638 1652

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

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

375 diameter piles

Pile 1&3 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286Pile 2&4 X 2189 2156 2125 2095 2068 2045 2027 2013 2004 2002 2004 2013 2027 2045 2068 2095 2125Pile 5 X 1270 1237 1205 1176 1149 1126 1107 1093 1085 1082 1085 1093 1107 1126 1149 1176 1205Pile 1&2 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526Pile 3&4 Y 2002 2004 2013 2027 2045 2068 2095 2125 2156 2189 2222 2253 2283 2310 2333 2351 2365Pile 5 Y 1082 1085 1093 1107 1126 1149 1176 1205 1237 1270 1302 1334 1363 1390 1413 1432 1446

SOUTH ELEVATION

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 1045 1045 1495 1495

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

375 diameter piles

Pile 1,3,5 X 350 317 286 256 229 206 188 174 165 163 165 174 188 206 229 256 286Pile 2,4,6 X 1650 1617 1586 1556 1529 1506 1488 1474 1465 1463 1465 1474 1488 1506 1529 1556 1586Pile 1&2 Y 163 165 174 188 206 229 256 286 317 350 383 414 444 471 494 512 526

Pile 3&4 Y 1463 1465 1474 1488 1506 1529 1556 1586 1617 1650 1683 1714 1744 1771 1794 1812 1826Pile 5&6 Y 2763 2765 2774 2788 2806 2829 2856 2886 2917 2950 2983 3014 3044 3071 3094 3112 3126

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

DRAWING -SOUTH ELEVATION 1

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 10038Pile 4 Y 1613 1615 1624 1638 1656 1679 1706 1736 1767 1800 1833 1864 1894 1921 1944 1962 1976Column X 1095 1095 1445 1445 1095 5211 5211 5511 5511 5211 9302 9302 9602 9602 9302Column Y 975 1325 1325 975 975 1188 1488 1488 1188 1188 950 1350 1350 950 950Fill X 1130 1130 1165 1165 1200 1200 1235 1235 1270 1270 1305 1305

Pile 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 1315Fill Y 1120 1420 1120 1420 1120 1420 1120 1420 1120 1420 1120 1420

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

1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5

2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5

2763

1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875 1875477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5 977.5 477.5

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

1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870

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

5736 5736 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886 5886

375 650 375 650 375 650 375 650 375 650 375 650 375 650 375

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

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 ## 198510102

1920

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

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

1750590

1525590

1113580

1900

2439

3200

1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 4504 4504

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

4504 4504 4679 4679 4861 4861 5036 5036 5211 5211 5386 5386 5561 5561 5561

387 640 387 640 387 640 387 640 387 640 387 640 387 640 387

5480 5480 5718 5718 5957 5957 6195 6195 6434 6434 6672 6672 6911 6911 6911

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

5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561

640 387 640 387 640 387 640 387 640 387 640 387 640 387 640

6911 6911 6911 6911 6911 6911 6911 6911 6911 6911 6911

638 138 638 138 638 138 638 138 638 138 638

5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 5561 8552 8552

387 640 387 640 387 640 387 640 387 640 387 640 387 640 338 638

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8752 8752 8952 8952 9152 9152 9352 9352 9552 9552 9752 9752 9952 9952 ####

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FILE NAME CID Pilecaps.xls

COPYRIGHT© 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 spreadsheets)

DESIGN ASSUMPTIONS

The bending moment method has been assumed throughout (as opposed to strut-and-tie)

REGISTRATION

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

more than 5 users freeLICENSE for USE and DISTRIBUTION

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

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 the unregistered version

of this spreadsheet, completely unaltered, without further permission.

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 RISK AS TO THE

QUALITY AND PERFORMANCE OF THE SOFTWARE ALTHOUGH EVERY EFFORT HAS BEEN MADE

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-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,

please add £5 for P & P

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

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