CID Pilecaps. Shagun f2
55
Project Lotsafee House UNREGISTERED COPY Client BigBucks PLC Made by Date Page Location Pilecap G14 Double Pilecap Rod 22-Apr-22 101 PILECAP DESIGN to BS 8110:1997 Checked Revision Job No - - P2000 MATERIALS fcu 35 N/mm² h agg 20 mm 1.5 concrete fy 460 N/mm² S cover 50 mm 1.05 steel Pile capacity 1400 kN m cover 75 mm c density 23.6 kN/m³ PILECAP COLUMN A = 400 350 B = 1500 350 C = 400 E = 750 Pile Ø = 500 400 DEAD IMPOSED WIND 218 104.2 27.5 KEY 23.2 10.4 2.7 0 0 0 STATUS VALID DESIGN REINFORCEMENT BOTTOM M = 156.5 kNm PILE 1 PILE 2 d = 309.0 mm, As = 1,243 mm² Gk + Qk 147.4 192.2 7 T16 B = 1,407 mm² Gk + Qk +Wk 159.3 207.7 TOP M = 0.0 kNm d = 337.0 mm, As min = 416 mm² 6 T10 T = 471 mm² 6 T10 02 T LINKS V = 279.3 kN, v = 1.13 N/mm² vc 2d/av = 0.644 N/mm² 7 T16 01 B (v - vc)b = 388.8 N/mm Links 10 T8 03.225 + 2x10 T8 04.225 4 Legs T8 @ 225 LINKS = 391.5 N/mm ELEVATION Concrete Innovation & Design Originated from CiD Pilecaps.xls on CD © 2001 Concrete I gc gs DIMENSIONS mm ® = - = epth H = COLUMN ACTIONS kN, kNm characteristic Axial (kN) PLOT (to scale) M (kNm) H (kN) PILE REACTIONS kN
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Transcript of CID Pilecaps. Shagun f2
Project Lotsafee HouseUNREGISTERED COPY
Concrete Innovation & Design
Client BigBucks PLC Made by Date Page
Location Pilecap G14Double Pilecap
Rod 9-Apr-23 101
PILECAP DESIGN to BS 8110:1997 Checked Revision Job No
- - P2000
MATERIALS fcu 35 N/mm² h agg 20 mm 1.5 concrete
fy 460 N/mm² &S cover 50 mm 1.05 steel
Pile capacity 1400 kN tm cover 75 mm onc density 23.6 kN/m³
PILECAP
COLUMN A = 400350 B = 1500350 C = 400
E = 750
Pile Ø = 500 400
DEAD IMPOSED WIND
218 104.2 27.5 KEY23.2 10.4 2.7
0 0 0 STATUS VALID DESIGN
REINFORCEMENT
BOTTOM M = 156.5 kNm PILE 1 PILE 2
d = 309.0 mm, As = 1,243 mm² Gk + Qk 147.4 192.27 T16 B = 1,407 mm² Gk + Qk +Wk 159.3 207.7
TOP M = 0.0 kNmd = 337.0 mm, As min = 416 mm²
6 T10 T = 471 mm² 6 T10 02 TLINKS
V = 279.3 kN, v = 1.13 N/mm²vc 2d/av = 0.644 N/mm² 7 T16 01 B(v - vc)b = 388.8 N/mm Links 10 T8 03.225 + 2x10 T8 04.225
4 Legs T8 @ 225 LINKS = 391.5 N/mm ELEVATION
Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design
gc
gs
DIMENSIONS mm
® = =
depth H =
COLUMN ACTIONS kN, kNm characteristic
Axial (kN) PLOT (to scale)
M (kNm)
H (kN)
PILE REACTIONS kN
Project Lotsafee HouseUNREGISTERED COPY
Concrete Innovation & Design
Client BigBucks PLC Made by Date Page
Location Pilecap F13Triple Pilecap
Rod 9-Apr-23 15
PILECAP DESIGN to BS 8110:1997 Checked Revision Job No
Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000
Cap load = 27.6 kN Group centre @ 751 m from pile 1
PILE 1 PILE 2 PILE 3Gk + Qk 140.4 168.9 191.9 . DEAD IMPOSED WIND
Gk + Qk +Wk 139.3 172.9 199.0 . Mx 10.0 5.0 2.01.4Gk + 1.6Qk 189.9 231.6 265.4 My 20.0 10.0 5.0
Gk + 1.4Wk 99.2 125.3 145.0 .1.2(Gk+Qk+Wk) 156.2 196.4 227.8
1.4Gk + 1.6Qk Gk + 1.4Wk 1.2(Gk+Qk+Wk) 114.0 59.6 93.8112.0 60.9 95.6
Mx 172.5 94.3 148.1
E-W STEEL N-S STEELM = 172.5 Ø20 M = 114.0 Ø20 K' = 0.1558b = 1050 b = 1798 min As = 0.13%d = 307.0 d = 287.0K = 0.0498 K = 0.0220z = 288.9 z = 272.7
As = 1363 As = 955Provide 1363 Provide 955
No = 5 No = 4As prov = 1571 As prov = 1257
fs = 266 fs = 233Max clear S = 280.0 Max clear S = 280.0Min 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 150.0 from pile centresPILES 2 & 3 Ø8 links
V = 265.4 b = 1050 As% = 0.487 .av = 500.0 v = 0.8233 vc 2d/av = 0.7299
(v - vc)b = 420.0 of legs = 3 Spacing = 150 3 Legs T8 @ 150 LINKSPILE 1 Ø8 links
V = 189.9 b = 1277 As% = 0.343 .av = 600.7 v = 0.5179 vc = 0.5287
(v - vc)b = 510.9 of legs = 4 Spacing = 150 4 Legs T8 @ 150 LINKS
PUNCHING Column Face No other critical sectionV = 686.8 3942 d ave = 297v = 1.927 v = 0.000 av = 456.5
v max = 4.733 ok vc 2d/av = 0.709 ok
PILE REACTIONS kN OVERTURNING MOMENTS - kNm characteristic
BENDING MOMENTS - kNm
My v of col My ^ of col
m =
Project Lotsafee HouseUNREGISTERED COPY
Concrete Innovation & Design
Client BigBucks PLC Made by Date Page
Location Pilecap E124 Pile Cap
Rod 9-Apr-23 29
PILECAP DESIGN to BS 8110:1997 Checked Revision Job No
Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000
Cap load = 42.5 kNDEAD IMPOSED WIND
Mx 10.5 5.2 2.1PILE 1 PILE 2 PILE 3 PILE 4 My 20.9 10.5 5.2
Gk + Qk 150.5 162.6 174.6 186.7 .Gk + Qk +Wk 151.1 164.8 179.3 192.9 .
1.4Gk + 1.6Qk 202.5 220.2 237.9 255.6
Gk + 1.4Wk 107.5 117.8 129.2 139.5 .1.2(Gk+Qk+Wk) 168.6 185.0 202.4 218.8
1.4Gk + 1.6Qk Gk + 1.4Wk 1.2(Gk+Qk+Wk) 190.2 101.4 159.1222.1 120.9 189.5220.2 118.4 185.5237.9 128.7 201.9
E-W STEEL BOTTOM TOP N-S STEEL BOTTOM TOPØ12 Ø10 Ø12 Ø10
M = 237.9 0.0 M = 222.1 0.0 K' = 0.1558b = 2000 2000 b = 2000 2000 min As = 0.13%d = 369.0 395.0 d = 357.0 385.0K = 0.0250 0.0000 K = 0.0249 0.0000z = 350.6 375.3 z = 339.2 365.8
As = 1549 0 As = 1495 0Provide 1549 0 Provide 1495 0
No = 14 8 No = 14 8As prov = 1583 628 As prov = 1583 628
fs = 300 8 T10 T1 fs = 289 8 T10 T2Max clear S = 288.0 Max clear S = 288.0Min clear S = 25.0 Min clear S = 25.0
Clear S = 132.0 Clear S = 132.0
14 T12 B1 14 T12 B2
BEAM SHEAR Critical section is 150 mm from pile centresEW (NS plane) Ø8 links
V = 475.8 v = 0.6447 As% = 0.215 .av = 500.0 vc 2d/av = 0.6374 (v - vc)b = 800.0
No of legs = 8 Spacing = 200 8 Legs T8 @ 200 LINKSNS (EW plane)
V = 493.5 v = 0.6911 As% = 0.222 .av = 500.0 vc 2d/av = 0.6236 (v - vc)b = 800.0
No of legs = 8 Spacing = 200 8 Legs T8 @ 200 LINKS
PUNCHING Column Face No other critical sectionV = 916.2 4000 d ave = 363v = 1.803 v = 0.000 av = 500.0
v max = 4.733 ok vc 2d/av = 0.633 ok
OVERTURNING MOMENTS - kNm characteristic
PILE REACTIONS kN
BENDING MOMENTS - kNm
My v of col My ^ of col My < of col My > of col
m =
Project Lotsafee HouseUNREGISTERED COPY
Concrete Innovation & Design
Client BigBucks PLC Made by Date Page
Location Pilecap D115 Pile Cap
Rod 9-Apr-23 55
PILECAP DESIGN to BS 8110:1997 Checked Revision Job No
Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000
Cap load = 91.3 kNDEAD IMPOSED WIND
Mx 19.1 5.3 2.1My 23.3 10.6 5.3
PILE 1 PILE 2 PILE 3 PILE 4 PILE 5Gk + Qk 167.0 180.3 185.5 198.7 182.9 .
Gk + Qk +Wk 169.6 184.0 190.9 205.3 187.5 .1.4Gk + 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 .1.2(Gk+Qk+Wk) 181.6 198.9 207.2 224.5 203.0
1.4Gk + 1.6Qk Gk + 1.4Wk 1.2(Gk+Qk+Wk) 346.9 185.4 292.8388.4 211.1 332.2318.5 170.6 270.0345.1 187.3 294.0
E-W STEEL BOTTOM TOP N-S STEEL BOTTOM TOPØ16 Ø12 Ø16 Ø12
M = 345.1 0.0 M = 388.4 0.0 K' = 0.1558b = 2539 2539 b = 2539 2539 min As = 0.13%d = 501.0 532.0 d = 517.0 544.0K = 0.0155 0.0000 K = 0.0164 0.0000z = 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 10As prov = 2011 1131 As prov = 2011 1131
fs = 252 10 T12 T2 fs = 275 10 T12 T1Max clear S = 284.0 Max clear S = 284.0Min clear S = 25.0 Min clear S = 25.0
Clear S = 251.0 Clear S = 251.0
10 T16 B2 10 T16 B1
BEAM SHEAR Critical section is 150 mm from pile centresEW (NS plane) Ø10 links
V = 496.9 v = 0.3906 As% = 0.158 .av = 769.5 vc = 0.4978 (v - vc)b = 1015.6
No of legs = 10 Spacing = 325 10 Legs T10 @ 325 LINKSNS (EW plane)
V = 504.7 v = 0.3845 As% = 0.153 .av = 769.5 vc = 0.5083 (v - vc)b = 1015.6
No of legs = 10 Spacing = 325 10 Legs T10 @ 325 LINKS
PUNCHING Column Face No other critical sectionV = 955.5 6156 d ave = 509v = 1.251 v = 0.000 av = 769.5
v max = 4.733 ok vc 2d/av = 0.503 ok
OVERTURNING MOMENTS - kNm characteristic
PILE REACTIONS kN
BENDING MOMENTS - kNm
My v of col My ^ of col My < of col My > of col
m =
Project Lotsafee HouseUNREGISTERED COPY
Concrete Innovation & Design
Client BigBucks PLC Made by Date Page
Location Pilecap C106 Pile Cap
Rod 9-Apr-23 28
PILECAP DESIGN to BS 8110:1997 Checked Revision Job No
Originated from CiD Pilecaps.xls on CD © 2001 Concrete Innovation & Design - - P2000
Cap load = 331.3 kNDEAD IMPOSED WIND
Mx 0.0 0.0 0.0My 0.0 0.0 0.0
PILE 1 PILE 2 PILE 3 PILE 4 PILE 5 PILE 6Gk + Qk 1388.6 1388.6 1388.6 1388.6 1388.6 1388.6 .
Gk + Qk +Wk 1388.6 1388.6 1388.6 1388.6 1388.6 1388.6 .1.4Gk + 1.6Qk 1866.7 1866.7 1866.7 1866.7 1866.7 1866.7
Gk + 1.4Wk 1333.3 1333.3 1333.3 1333.3 1333.3 1333.3 .1.2(Gk+Qk+Wk) 1600.0 1600.0 1600.0 1600.0 1600.0 1600.0
1.4Gk + 1.6Qk Gk + 1.4Wk 1.2(Gk+Qk+Wk) 5693.3 4066.7 4880.05693.3 4066.7 4880.03220.0 2300.0 2760.03220.0 2300.0 2760.0
E-W STEEL BOTTOM TOP N-S STEEL BOTTOM TOPØ20 Ø16 Ø32 Ø16
M = 3220.0 0.0 M = 5693.3 0.0 K' = 0.1558b = 4500 4500 b = 2600 2600 min As = 0.13%d = 1083.0 1126.0 d = 1109.0 1142.0K = 0.0174 0.0000 K = 0.0509 0.0000z = 1028.9 1069.7 z = 1042.3 1084.9
As = 7144 0 As = 12468 0Provide 7144 0 Provide 12468 0
No = 23 23 No = 16 16As prov = 7226 4624 As prov = 12868 3217
fs = 303 23 T16 T2 fs = 297 16 T16 T1Max clear S = 280.0 Max clear S = 268.0Min clear S = 25.0 Min clear S = 32.0
Clear S = 178.2 Clear S = 131.2
23 T20 B2 16 T32 B1
BEAM SHEAR Critical section is 150 mm from pile centresEW (NS plane) Ø10 links
V = 5600.0 v = 1.1491 As% = 0.148 .av = 800.0 vc = 1.0132 (v - vc)b = 1800.0
No of legs = 23 Spacing = 275 23 Legs T10 @ 275 LINKSNS (EW plane)
V = 3733.3 v = 1.2948 As% = 0.446 .av = 1750.0 vc = 0.6848 (v - vc)b = 1586.0
No of legs = 16 Spacing = 325 16 Legs T10 @ 325 LINKS
PUNCHING Column Face No other critical sectionV = 11200.0 10738 d ave = 1096v = 3.406 v = 0.000 av = 800.0
v max = 4.733 ok vc 2d/av = 1.293 ok
OVERTURNING MOMENTS - kNm characteristic
PILE REACTIONS kN
BENDING MOMENTS - kNm
My v of col My ^ of col My < of col My > of col
m =
Concrete Innovation & Design Bar schedule ref : 202 01 Rev: -
Site ref : Lotsafee House Date prepared : 9-Apr-23
Job no : P2000 UNREGISTERED COPY Prepared by : Rod Checked by : -
Member Bar mark Total No.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 10 40 2075 51 270 695 115
04 T 8 4 20 80 500 31 115 50 270 115
3-Pile Caps 05 T 20 3 5 15 2200 21 205 1890
06 T 12 3 3 9 1875 00
07 T 8 3 9 27 1975 51 270 650 115
08 T 8 3 9 27 500 31 115 50 270 115
09 T 20 3 4 12 2000 21 190 1715
10 T 12 3 4 12 1700 00
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 Caps 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 Caps 18 T 16 2 10 20 2625 21 130 2410
19 T 12 2 10 20 2400 00
21 T 16 2 10 20 2625 21 130 2410
22 T 12 2 10 20 2400 00
20 T 10 2 80 160 700 31 120 60 440 120
6-Pile Caps 23 T 20 1 23 23 3000 21 310 2475
24 T 16 1 23 23 2475 00
26 T 32 1 16 16 5650 21 725 4375
27 T 16 1 16 16 4375 00
28 T 10 1 230 230 1275 31 120 60 1025 120
This schedule complies with BS 8666. 2,287 kg on this schedule PILECAP DESIGN to BS 8110:1997
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000 Concrete Innovation & Design
Type andsize
No.of mbrs
No. of bars
ineach
Length of each bar †
mm
Shape code
Double Pilecaps
NOTESConcrete grade C35.Cover 75 mm bottom.Cover 50 mm top & sides.
PLAN (Pilecap G14) PLAN (Pilecap F13) PLAN (Pilecap E12)
6 T10 02 T 7 T16 01 B 3 T12 06 T1 5 T20 05 B1 8 T10 14 T1 4 T12 13 B1
Links 10 T8 03.225 + 2x10 T8 04.225 Links 9 T8 07 150 + 9 T8 08 150 8 Link Legs
4 T12 10 T2 4 T20 09 B2 8 T10 16 T2 4 T12 15 B2
Links 7 T8 11 150 + 2x7 T8 12 150 Links 8x10 T8 17 200
Lo
tsafe
e H
ou
se
B
igB
uck
s PLC
Pro
ject
Clie
ntPLAN (Pilecap C10)
PLAN (Pilecap D11)
10 T12 19 T 0 T16 18 B2 16 T16 27 T 6 T32 26 B1
Con
crete
Inn
ovati
on
& D
esi
gn
Job N
o
P2000
Dw
g N
o
202
Links 10x8 T10 20 325 23 Link Legs
Date
9-A
pr-
23
Revis
ion
-
10 T12 22 T1 10 T16 21 B1 3 T16 24 T2 23 T20 23 B
Made b
y
Rod
Check
ed
-
10 Link Legs Links 23x10 T10 25 275
Refer to GA drawings for orientation and dimensions.
2 P
ile C
ap -
4 N
o
3 P
ile C
ap -
3 N
o
4 P
ile C
ap -
5 N
o This drawing is diagramatic. Connecting slabs & beams not shown.
¬ ELEVATION ¬ ELEVATION ¬ ELEVATION
ELEVATION ELEVATION ELEVATION
5 P
ile C
ap -
2 N
o
6 P
ile C
ap -
1 N
o
¬ ELEVATION ELEVATION
ELEVATION ¬ ELEVATION
UN
RE
GIS
TER
ED
CO
PY
DiagramsDOUBLE Control
Cap X 0 0 800 800 0 2300 C/L -50 850 400 400Cap Y 0 2300 2300 0 0 800 1150 1150 -50 2350
Column X 225 225 575 575 225 Fill 260 260 295 295 330 330Column Y 975 1325 1325 975 975 975 1325 975 1325 975 1325
500 diameter pilesX 0.0 -43.4 -85.5 -125.0 -160.7 -191.5 -216.5 -234.9 -246.2 -250.0 -246.2 -234.9 -216.5 -191.5 -160.7Y -250.0 -246.2 -234.9 -216.5 -191.5 -160.7 -125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5
Pile X 400.0 356.6 314.5 275.0 239.3 208.5 183.5 165.1 153.8 150.0 153.8 165.1 183.5 208.5 239.3Pile 1 Y 150.0 153.8 165.1 183.5 208.5 239.3 275.0 314.5 356.6 400.0 443.4 485.5 525.0 560.7 591.5Pile 2 Y 1650 1654 1665 1683 1708 1739 1775 1814 1857 1900 1943 1986 2025 2061 2092
ELEVATIONCap X 0 0 2300 2300 0Cap Y 240 640 640 240 240
Piles X 150 150 650 650 1650 1650 2150 2150 Col X 975 975Piles Y 0 240 0 240 0 240 0 240 Col Y 640 940
Cutoff X 150 150 650 650 1650 1650 2150 2150Cutoff Y 240 290 290 240 240 290 290 240
Bar X 50 50 2250 2250 space No start endTop bar Y 580 580 580 580 centre 1260 6 587.5 1713Btm bar Y 455 325 325 455 ends 230 2 52.5 E Links X 52.5 52.5 52.5 52.5 277.5 277.5 2248 2248 2248 2248E Links Y 315 590 315 590 315 590 315 590 315 590
C Links X 587.5 587.5 812.5 812.5 1038 1038 1263 1263 1488 1488C Links Y 315 590 315 590 315 590 315 590 315 590TRIPLE Control
Cap X 0 0 2000 2000 1350 650 0 0 1826 C/L 0 2000 1000
Cap Y 1126 1826 1826 1126 0 0 1126 0 2000 1101 1101 -50Column X 850 850 1150 1150 850 Fill 880 880 910 910 940 940Column Y 950.7 1251 1251 950.7 950.7 950.7 1251 950.7 1251 950.7 1251
500 diameter pilesX 0.0 -43.4 -85.5 -125.0 -160.7 -191.5 -216.5 -234.9 -246.2 -250.0 -246.2 -234.9 -216.5 -191.5 -160.7Y -250.0 -246.2 -234.9 -216.5 -191.5 -160.7 -125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5
Pile 1 X 1000 957 914 875 839 808 783 765 754 750 754 765 783 808 839Pile 2 X 350 307 264 225 189 158 133 115 104 100 104 115 133 158 189Pile 3 X 1650 1607 1564 1525 1489 1458 1433 1415 1404 1400 1404 1415 1433 1458 1489Pile 1 Y 100 104 115 133 158 189 225 264 307 350 393 436 475 511 542
Pile 2&3 Y 1226 1230 1241 1259 1284 1315 1351 1390 1433 1476 1519 1562 1601 1637 1668SOUTH ELEVATION
Cap X 0 0 2000 2000 0 650 650 1350 1350Cap Y 240 640 640 240 240 240 640 240 640
Piles X 100 100 600 600 1400 1400 1900 1900 Col X 850 850Piles Y 0 240 0 240 0 240 0 240 Col Y 640 940
Cutoff X 100 100 600 600 1400 1400 1900 1900 750 750 1250 1250Cutoff Y 240 290 290 240 240 290 290 240 0 240 0 240
Top bar X 50 50 1950 1950Top bar Y 580 580 580 580 space No start endBtm bar X 50 50 1950 1950 centre 1000 7 550 1450Btm bar Y 518 325 325 518 ends 150 1 125 E Links X 125 125 125 125 125 125 1875 1875 1875 1875E Links Y 315 590 315 590 315 590 315 590 315 590
C Links X 550 550 700 700 850 850 1000 1000 1150 1150C Links Y 315 590 315 590 315 590 315 590 315 590
EAST ELEVATIONCap X 0 0 1826 1826 0 1126 1126Cap Y 240 640 640 240 240 240 640
Piles X 100 100 600 600 1226 1226 1726 1726 Col X 951 951
Piles Y 0 240 0 240 0 240 0 240Cutoff X 100 100 600 600 1226 1226 1726 1726Cutoff Y 240 290 290 240 240 290 290 240
Top bar X 50 766 1126 1776Top bar Y 568 568 568 568 space No start endBtm bar X 50 50 1776 1776 centre 826 6 388 1138Btm bar Y 527 337 337 527 ends 150 1 125 E Links X 125 125 125 125 125 125E Links Y 327 580 327 580 327 580
C Links X 388 388 538 538 688 688 838 838 988 988C Links Y 327 580 327 580 327 580 327 580 327 580QUADRUPLE Control
Cap X 0 0 2000 2000 0 2000 C/L -50 2050 1000 1000Cap Y 0 2000 2000 0 0 2000 1000 1000 -50 2050
Column X 850 850 1150 1150 850 Fill 880 880 910 910 940 940Column Y 800 1200 1200 800 800 800 1200 800 1200 800 1200
500 diameter pilesX 0.0 -43.4 -85.5 -125.0 -160.7 -191.5 -216.5 -234.9 -246.2 -250.0 -246.2 -234.9 -216.5 -191.5 -160.7Y -250.0 -246.2 -234.9 -216.5 -191.5 -160.7 -125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5
Pile 1&3 X 350 307 264 225 189 158 133 115 104 100 104 115 133 158 189Pile 2&4 X 1650 1607 1564 1525 1489 1458 1433 1415 1404 1400 1404 1415 1433 1458 1489Pile 1&2 Y 100 104 115 133 158 189 225 264 307 350 393 436 475 511 542Pile 3&4 Y 1400 1404 1415 1433 1458 1489 1525 1564 1607 1650 1693 1736 1775 1811 1842
SOUTH ELEVATIONCap X 0 0 2000 2000 0Cap Y 270 720 720 270 270
Piles X 100 100 600 600 1400 1400 1900 1900 Col X 850 850Piles Y 0 270 0 270 0 270 0 270 Col Y 720 1058
Cutoff X 100 100 600 600 1400 1400 1900 1900Cutoff 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 200Top 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 1129Links Y 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5
EAST ELEVATIONCap X 0 0 2000 2000 0Cap Y 270 720 720 270 270
Piles X 100 100 600 600 1400 1400 1900 1900 Col X 800 800Piles Y 0 270 0 270 0 270 0 270 Col Y 720 1058
Cutoff X 100 100 600 600 1400 1400 1900 1900Cutoff 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 200Top 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 900QUINTRUPLE Control
Cap X 0 0 2539 2539 0 2539 C/L -50 2589 1270 1270Cap Y 0 2539 2539 0 0 2539 1270 1270 -50 2589
Column X 1045 1045 1495 1495 1045 Fill 1090 1090 1135 1135 1180 1180Column Y 1120 1420 1420 1120 1120 1120 1420 1120 1420 1120 1420
500 diameter pilesX 0.0 -43.4 -85.5 -125.0 -160.7 -191.5 -216.5 -234.9 -246.2 -250.0 -246.2 -234.9 -216.5 -191.5 -160.7Y -250.0 -246.2 -234.9 -216.5 -191.5 -160.7 -125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5
Pile 1&3 X 350 307 264 225 189 158 133 115 104 100 104 115 133 158 189Pile 2&4 X 2189 2146 2103 2064 2028 1997 1972 1954 1943 1939 1943 1954 1972 1997 2028
Pile 5 X 1270 1226 1184 1145 1109 1078 1053 1035 1023 1020 1023 1035 1053 1078 1109Pile 1&2 Y 100 104 115 133 158 189 225 264 307 350 393 436 475 511 542Pile 3&4 Y 1939 1943 1954 1972 1997 2028 2064 2103 2146 2189 2232 2275 2314 2350 2381
Pile 5 Y 1020 1023 1035 1053 1078 1109 1145 1184 1226 1270 1313 1355 1395 1430 1461SOUTH ELEVATION
Cap X 0 0 2539 2539 0
Cap Y 360 960 960 360 360Piles X 100 100 600 600 1939 1939 2439 2439 Col X 1045 1045Piles Y 0 360 0 360 0 360 0 360 Col Y 960 1410
Cutoff X 100 100 600 600 1939 1939 2439 2439 1020 1020 1520 1520Cutoff Y 360 410 410 360 360 410 410 360 0 410 410 0 No
Top bar X 50 2489 Btm bar X 50 50 2489 2489 8Top bar Y 885 885 Btm bar Y 590 460 460 590 10
Links X 132 132 457 457 782 782 1107 1107 1432 1432Links Y 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5
EAST ELEVATIONCap X 0 0 2539 2539 0Cap Y 360 960 960 360 360
Piles X 100 100 600 600 1939 1939 2439 2439 Col X 1120 1120Piles Y 0 360 0 360 0 360 0 360 Col Y 960 1410
Cutoff X 100 100 600 600 1939 1939 2439 2439 1020 1020 1520 1520Cutoff Y 360 410 410 360 360 410 410 360 0 410 410 0 No
Top bar X 50 2489 Btm bar X 50 50 2489 2489 8Top bar Y 910 910 Btm bar Y 565 435 435 565 10
Links X 100 100 359.9 359.9 619.8 619.8 879.7 879.7 1140 1140SEXTRUPLE Control
Cap X 0 0 2600 2600 0 4500 C/L -50 2650 1300 1300Cap Y 0 4500 4500 0 0 2600 2250 2250 -50 4550
Column X 925 925 1675 1675 925 Fill 1000 1000 1075 1075 1150 1150Column Y 1875 2625 2625 1875 1875 1875 2625 1875 2625 1875 2625
500 diameter pilesX 0.0 -43.4 -85.5 -125.0 -160.7 -191.5 -216.5 -234.9 -246.2 -250.0 -246.2 -234.9 -216.5 -191.5 -160.7Y -250.0 -246.2 -234.9 -216.5 -191.5 -160.7 -125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5
Pile 1,3,5 X 350 307 264 225 189 158 133 115 104 100 104 115 133 158 189Pile 2,4,6 X 2250 2207 2164 2125 2089 2058 2033 2015 2004 2000 2004 2015 2033 2058 2089Pile 1&2 Y 100 104 115 133 158 189 225 264 307 350 393 436 475 511 542
Pile 3&4 Y 2000 2004 2015 2033 2058 2089 2125 2164 2207 2250 2293 2336 2375 2411 2442Pile 5&6 Y 3900 3904 3915 3933 3958 3989 4025 4064 4107 4150 4193 4236 4275 4311 4342
SOUTH ELEVATIONCap X 0 0 2600 2600 0Cap Y 720 1920 1920 720 720
Piles X 100 100 600 600 2000 2000 2500 2500 Col X 925 925Piles Y 0 720 0 720 0 720 0 720 Col Y 1920 2820
Cutoff X 100 100 600 600 2000 2000 2500 2500Cutoff Y 720 770 770 720 720 770 770 720 No
Top bar X 50 2550 Btm bar X 50 50 2550 2550 10Top bar Y 1845 1845 Btm bar Y 1103 820 820 1103 16
Links X 62.5 62.5 338 337.5 613 612.5 888 887.5 1163 1163Links Y 807.5 1858 807.5 1858 807.5 1858 807.5 1858 807.5 1858
EAST ELEVATIONCap X 0 0 4500 4500 0Cap Y 720 1920 1920 720 720
Piles X 100 100 600 600 2000 2000 2500 2500 3900 3900Piles Y 0 720 0 720 0 720 0 720 0 720
Cutoff X 100 100 600 600 2000 2000 2500 2500 3900 3900 4400 4400Cutoff Y 720 770 770 720 720 770 770 720 720 770 770 720 No
Top bar X 50 4450 Btm bar X 50 50 4450 4450 14Top bar Y 1870 1870 Btm bar Y 1494 795 795 1494 23
Links X 100 100 295.5 295.5 490.9 490.9 686.4 686.4 881.8 881.8total length 12052 First C/L @ 1270 2nd C/L @ 6161 Last C/L @ 11052
Cap X 119.5 119.5 2420 2420 119.5 5248 5248 7074 7074 5248 6374 6374Cap Y 366 766 766 366 366 366 766 766 366 366 366 766
Piles X 269.5 269.5 769.5 769.5 1770 1770 2270 2270 5348 5348Piles Y 0 366 0 366 0 366 0 366 0 366
Column X 1095 1095 1445 1445 6198 6198 6498 6498 10852 10852Column Y 766 1224 766 1224 766 1224 766 1224 766 1224
DRAWING - EAST ELEVATION 1
Cutoff X 269.5 269.5 769.5 769.5 1770 1770 2270 2270 5348 5348 5848 5848Cutoff Y 366 416 416 366 366 416 416 366 366 416 416 366
Top bar X 169.5 2370 5298 7024 10102 12002Top bar Y 706 706 694 694 691 691Btm bar X 169.5 169.5 2370 2370 5298 5298 7024 7024 10102 10102 12002 12002Btm bar Y 581 451 451 581 653 463 463 653 541 416 416 541
Links X 172 172 172 172 397 397 2367 2367 2367 2367Links Y 441 716 441 716 441 716 441 716 441 716
Cap X 0 0 2539 2539 0 3911 3911 8411 8411 3911 12052Cap Y 166 766 766 166 166 -434 766 766 -434 -434 766
Piles X 100 100 600 600 1939 1939 2439 2439 4011 4011Piles Y 0 166 0 166 0 166 0 166 0 -434
Column X 1120 1120 1420 1420 5786 5786 6536 6536Column Y 766 1224 766 1224 766 1224 766 1224
Cutoff X 100 100 600 600 1020 1020 1520 1520 1939 1939 2439 2439Cutoff Y 166 216 216 166 0 216 216 0 166 216 216 166
Top bar X 50 2489 3961 8361Top bar Y 716 716 716 716Btm bar X 50 50 2489 2489 3961 3961 8361 8361Btm bar Y 371 241 241 371 340 -359 -359 340
Links X 100 100 359.9 359.9 619.8 619.8 879.7 879.7 1140 1140Links Y 453.5 903.5 453.5 903.5 453.5 903.5 453.5 903.5 453.5 903.5
Cap X 869.5 869.5 1670 1670 869.5 5161 5161 7161 7161 5161 5811 5811Cap Y 366 766 766 366 366 366 766 766 366 366 366 766
Piles X 1020 1020 1520 1520 5261 5261 5761 5761 6561 6561Piles Y 0 366 0 366 0 366 0 366 0 366
Column X 1095 1095 1445 1445 6011 6011 6311 6311 10902 10902Column Y 766 1224 766 1224 766 1224 766 1224 766 1224
DRAWING - EAST ELEVATION 2
DRAWING - SOUTH ELEVATION 1
Cutoff X 1020 1020 1520 1520 5261 5261 5761 5761 5911 5911 6411 6411Cutoff Y 366 416 416 366 366 416 416 366 0 416 416 0
Top bar X 5211 7111 10102 12002Top bar Y 706 706 716 716Btm bar X 5211 5211 7111 7111 10102 10102 12002 12002Btm bar Y 644 451 451 644 516 391 391 516
Links X 5286 5286 5286 5286 5286 5286 7036 7036 7036 7036Links Y 441 716 441 716 441 716 441 716 441 716
Cap X 0 0 2539 2539 0 4861 4861 7461 7461 4861 12052Cap Y 166 766 766 166 166 -434 766 766 -434 -434 766
Piles X 100 100 600 600 1939 1939 2439 2439 4961 4961Piles Y 0 166 0 166 0 166 0 166 0 366
Column X 1045 1045 1495 1495 5786 5786 6536 6536Column Y 766 1224 766 1224 766 1224 766 1224
Cutoff X 100 100 600 600 1020 1020 1520 1520 1939 1939 2439 2439Cutoff Y 166 216 216 166 0 216 216 0 166 216 216 166
Top bar X 50 2489 4911 7411Top bar Y 691 691 691 691Btm bar X 50 50 2489 2489 4911 4911 7411 7411Btm bar Y 396 266 266 396 -51 -334 -334 -51
Links X 132 132 457 457 782 782 1107 1107 1432 1432Links Y 253.5 703.5 253.5 703.5 253.5 703.5 253.5 703.5 253.5 703.5
Cap X 869.5 869.5 1670 1670 869.5 5161 5161 7161 7161 6511 5811 5161 10052Cap Y 0 2300 2300 0 0 1363 2063 2063 1363 237 237 1363 150
Pile 1 X 1270 1226 1184 1145 1109 1078 1053 1035 1023 1020 1023 1035 1053 1078 1109Pile 1 Y 150 154 165 183 208 239 275 314 357 400 443 486 525 561 592Pile 2 X 1270 1226 1184 1145 1109 1078 1053 1035 1023 1020 1023 1035 1053 1078 1109Pile 2 Y 1650 1654 1665 1683 1708 1739 1775 1814 1857 1900 1943 1986 2025 2061 2092
DRAWING - SOUTH ELEVATION 2
DRAWING - PLANS 1
Pile 3 X 6811 6767 6725 6686 6650 6619 6594 6576 6565 6561 6565 6576 6594 6619 6650Pile 3 Y 1463 1467 1478 1496 1521 1552 1588 1627 1670 1713 1756 1799 1838 1874 1905Pile 4 X 11702 11659 11616 11577 11541 11510 11485 11467 11456 11452 11456 11467 11485 11510 11541Pile 4 Y 1550 1554 1565 1583 1608 1639 1675 1714 1757 1800 1843 1886 1925 1961 1992
Column X 1095 1095 1445 1445 1095 6011 6011 6311 6311 6011 10902 10902 11202Column Y 975 1325 1325 975 975 1188 1488 1488 1188 1188 950 1350 1350
Fill X 1130 1130 1165 1165 1200 1200 1235 1235 1270 1270Fill Y 975 1325 975 1325 975 1325 975 1325 975 1325
Cap X 0 0 2539 2539 0 3911 3911 8411 8411 3911 12052Cap Y 30.5 2570 2570 30.5 30.5 0 2600 2600 0 0 2600
Pile 1 X 350 307 264 225 189 158 133 115 104 100 104 115 133 158 189Pile 1 Y 131 134 146 164 189 220 255 295 337 381 424 466 506 541 572Pile 2 X 2189 2146 2103 2064 2028 1997 1972 1954 1943 1939 1943 1954 1972 1997 2028Pile 2 Y 131 134 146 164 189 220 255 295 337 381 424 466 506 541 572Pile 3 X 350 307 264 225 189 158 133 115 104 100 104 115 133 158 189Pile 3 Y 1970 1973 1985 2003 2028 2059 2095 2134 2176 2220 2263 2305 2345 2380 2411Pile 4 X 2189 2146 2103 2064 2028 1997 1972 1954 1943 1939 1943 1954 1972 1997 2028Pile 4 Y 1970 1973 1985 2003 2028 2059 2095 2134 2176 2220 2263 2305 2345 2380 2411Pile 5 X 1270 1226 1184 1145 1109 1078 1053 1035 1023 1020 1023 1035 1053 1078 1109Pile 5 Y 1050 1054 1065 1083 1108 1139 1175 1214 1257 1300 1343 1386 1425 1461 1492Pile 6 X 7811 7815 7826 7844 7869 7900 7936 7975 8017 8061 8104 8146 8186 8221 8252Pile 6 Y 2250 2207 2164 2125 2089 2058 2033 2015 2004 2000 2004 2015 2033 2058 2089
Column X 1045 1045 1495 1495 1045 5786 6536 6536 5786 5786Column Y 1150 1450 1450 1150 1150 925 925 1675 1675 925
Fill X 1090 1090 1135 1135 1180 1180 1225 1225 1270 1270Fill Y 1150 1450 1150 1450 1150 1450 1150 1450 1150 1450
DRAWING - PLANS 2
365 365 400 400 435 435 470 470 505 505 540975 1325 975 1325 975 1325 975 1325 975 1325 975
-125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5 216.5 234.9 246.2 250.0 246.2 234.9 216.5216.5 234.9 246.2 250.0 246.2 234.9 216.5 191.5 160.7 125.0 85.5 43.4 0.0 -43.4 -85.5 -125.0275.0 314.5 356.6 400.0 443.4 485.5 525.0 560.7 591.5 616.5 634.9 646.2 650.0 646.2 634.9 616.5616.5 634.9 646.2 650.0 646.2 634.9 616.5 591.5 560.7 525.0 485.5 443.4 400.0 356.6 314.5 275.02117 2135 2146 2150 2146 2135 2117 2092 2061 2025 1986 1943 1900 1857 1814 1775
1325 1325640 940
2023 2023315 5901713 1713 1713 1713 1713 1713 1713 1713 1713 1713 1713315 590 315 590 315 590 315 590 315 590 315
1000
1876970 970 1000 1000 1030 1030 1060 1060 1090 1090 1120
950.7 1251 950.7 1251 950.7 1251 950.7 1251 950.7 1251 950.7
-125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5 216.5 234.9 246.2 250.0 246.2 234.9 216.5216.5 234.9 246.2 250.0 246.2 234.9 216.5 191.5 160.7 125.0 85.5 43.4 0.0 -43.4 -85.5 -125.0875 914 957 1000 1043 1086 1125 1161 1192 1217 1235 1246 1250 1246 1235 1217225 264 307 350 393 436 475 511 542 567 585 596 600 596 585 5671525 1564 1607 1650 1693 1736 1775 1811 1842 1867 1885 1896 1900 1896 1885 1867567 585 596 600 596 585 567 542 511 475 436 393 350 307 264 2251693 1711 1722 1726 1722 1711 1693 1668 1637 1601 1562 1519 1476 1433 1390 1351
1150 1150640 940
1875 1875315 5901300 1300 1450 1450 1450 1450 1450 1450 1450 1450 1450315 590 315 590 315 590 315 590 315 590 315
1251 1251
1138 1138 1138 1138 1138 1138 1138 1138 1138 1138 1138327 580 327 580 327 580 327 580 327 580 327
970 970 1000 1000 1030 1030 1060 1060 1090 1090 1120800 1200 800 1200 800 1200 800 1200 800 1200 800
-125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5 216.5 234.9 246.2 250.0 246.2 234.9 216.5216.5 234.9 246.2 250.0 246.2 234.9 216.5 191.5 160.7 125.0 85.5 43.4 0.0 -43.4 -85.5 -125.0225 264 307 350 393 436 475 511 542 567 585 596 600 596 585 5671525 1564 1607 1650 1693 1736 1775 1811 1842 1867 1885 1896 1900 1896 1885 1867567 585 596 600 596 585 567 542 511 475 436 393 350 307 264 2251867 1885 1896 1900 1896 1885 1867 1842 1811 1775 1736 1693 1650 1607 1564 1525
1150 1150720 1058
1386 1386 1643 1643 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
1200 1200720 1058
1100 1100 1300 1300 1500 1500 1700 1700 1900 1900 1900
1225 1225 1270 1270 1315 1315 1360 1360 1405 1405 14501120 1420 1120 1420 1120 1420 1120 1420 1120 1420 1120
-125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5 216.5 234.9 246.2 250.0 246.2 234.9 216.5216.5 234.9 246.2 250.0 246.2 234.9 216.5 191.5 160.7 125.0 85.5 43.4 0.0 -43.4 -85.5 -125.0225 264 307 350 393 436 475 511 542 567 585 596 600 596 585 5672064 2103 2146 2189 2232 2275 2314 2350 2381 2406 2424 2435 2439 2435 2424 24061145 1184 1226 1270 1313 1355 1395 1430 1461 1486 1504 1516 1520 1516 1504 1486567 585 596 600 596 585 567 542 511 475 436 393 350 307 264 2252406 2424 2435 2439 2435 2424 2406 2381 2350 2314 2275 2232 2189 2146 2103 20641486 1504 1516 1520 1516 1504 1486 1461 1430 1395 1355 1313 1270 1226 1184 1145
1495 1495960 1410
start end S132 2407 325100 2439 2601757 1757 2082 2082 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
1420 1420960 1410
start end S132 2407 325100 2439 2601399 1399 1659 1659 1919 1919 2179 2179 2439 2439 2439
1225 1225 1300 1300 1375 1375 1450 1450 1525 1525 16001875 2625 1875 2625 1875 2625 1875 2625 1875 2625 1875
-125.0 -85.5 -43.4 0.0 43.4 85.5 125.0 160.7 191.5 216.5 234.9 246.2 250.0 246.2 234.9 216.5216.5 234.9 246.2 250.0 246.2 234.9 216.5 191.5 160.7 125.0 85.5 43.4 0.0 -43.4 -85.5 -125.0225 264 307 350 393 436 475 511 542 567 585 596 600 596 585 5672125 2164 2207 2250 2293 2336 2375 2411 2442 2467 2485 2496 2500 2496 2485 2467567 585 596 600 596 585 567 542 511 475 436 393 350 307 264 225
2467 2485 2496 2500 2496 2485 2467 2442 2411 2375 2336 2293 2250 2207 2164 21254367 4385 4396 4400 4396 4385 4367 4342 4311 4275 4236 4193 4150 4107 4064 4025
1675 16751920 2820
start end S62.5 2538 275100 2500 1601438 1438 1713 1713 1988 1988 2263 2263 2538 2538 2538807.5 1858 807.5 1858 807.5 1858 807.5 1858 807.5 1858 807.5
4400 4400 Col X 1875 1875 2625 26250 720 Col Y 1920 2820 1920 2820
start end S137.5 4363 325100 4400 1951077 1077 1273 1273 1468 1468 1664 1664 1859 1859 2055
10052 10052 12052 12052 10052316 766 766 316 3165848 5848 6474 6474 6974 6974 10152 10152 10652 10652 11452
0 366 0 366 0 366 0 316 0 316 011252 11252
766 1224
6474 6474 6974 6974 10152 10152 10652 10652 11452 11452 11952 11952366 416 416 366 316 366 366 316 316 366 366 316
2142 2142 707 707 932 932 1157 1157 1382 1382 1607441 716 441 716 441 716 441 716 441 716 441
4511 4511 5911 5911 6411 6411 7811 7811 8311 83110 -434 0 -434 0 -434 0 -434 0 -434
4011 4011 4511 4511 5911 5911 6411 6411 7811 7811 8311 8311-434 -384 -384 -434 -434 -384 -384 -434 -434 -384 -384 -434
1399 1399 1659 1659 1919 1919 2179 2179 2439 2439 2439453.5 903.5 453.5 903.5 453.5 903.5 453.5 903.5 453.5 903.5 453.5
6511 6511 10052 10052 12052 12052 10052366 766 316 766 766 316 3167061 7061 10152 10152 10652 10652 11452 11452 11952 11952
0 366 0 316 0 316 0 316 0 31611202 11202
766 1224
6561 6561 7061 7061 10152 10152 10652 10652 11452 11452 11952 11952366 416 416 366 316 366 366 316 316 366 366 316
7036 7036 5711 5711 5861 5861 6011 6011 6161 6161 6311441 716 441 716 441 716 441 716 441 716 441
5461 5461 6861 6861 7361 73610 366 0 366 0 366
4961 4961 5461 5461 6861 6861 7361 7361-434 -384 -384 -434 -434 -384 -384 -434
1757 1757 2082 2082 2407 2407 2407 2407 2407 2407 2407253.5 703.5 253.5 703.5 253.5 703.5 253.5 703.5 253.5 703.5 253.5
10052 12052 12052 10052 120522150 2150 150 150 23001145 1184 1226 1270 1313 1355 1395 1430 1461 1486 1504 1516 1520 1516 1504 1486617 635 646 650 646 635 617 592 561 525 486 443 400 357 314 2751145 1184 1226 1270 1313 1355 1395 1430 1461 1486 1504 1516 1520 1516 1504 14862117 2135 2146 2150 2146 2135 2117 2092 2061 2025 1986 1943 1900 1857 1814 1775
6686 6725 6767 6811 6854 6896 6936 6971 7002 7027 7046 7057 7061 7057 7046 70271930 1948 1959 1963 1959 1948 1930 1905 1874 1838 1799 1756 1713 1670 1627 1588
11577 11616 11659 11702 11745 11788 11827 11863 11894 11919 11937 11948 11952 11948 11937 119192017 2035 2046 2050 2046 2035 2017 1992 1961 1925 1886 1843 1800 1757 1714 1675
11202 10902950 9501305 1305 1340 1340 1375 1375 1410 1410 6041 6041 6071975 1325 975 1325 975 1325 975 1325 1188 1488 1188
225 264 307 350 393 436 475 511 542 567 585 596 600 596 585 567597 615 627 631 627 615 597 572 541 506 466 424 381 337 295 2562064 2103 2146 2189 2232 2275 2314 2350 2381 2406 2424 2435 2439 2435 2424 2406597 615 627 631 627 615 597 572 541 506 466 424 381 337 295 256225 264 307 350 393 436 475 511 542 567 585 596 600 596 585 5672436 2454 2466 2470 2466 2454 2436 2411 2380 2345 2305 2263 2220 2176 2134 20952064 2103 2146 2189 2232 2275 2314 2350 2381 2406 2424 2435 2439 2435 2424 24062436 2454 2466 2470 2466 2454 2436 2411 2380 2345 2305 2263 2220 2176 2134 20951145 1184 1226 1270 1313 1355 1395 1430 1461 1486 1504 1516 1520 1516 1504 14861517 1535 1546 1550 1546 1535 1517 1492 1461 1425 1386 1343 1300 1257 1214 11758277 8296 8307 8311 8307 8296 8277 8252 8221 8186 8146 8104 8061 8017 7975 79362125 2164 2207 2250 2293 2336 2375 2411 2442 2467 2485 2496 2500 2496 2485 2467
1315 1315 1360 1360 1405 1405 1450 1450 5861 5861 59361150 1450 1150 1450 1150 1450 1150 1450 925 1675 925
5401325
191.5 160.7 125.0 85.5 43.4 0.0-160.7 -191.5 -216.5 -234.9 -246.2 -250.0591.5 560.7 525.0 485.5 443.4 400.0239.3 208.5 183.5 165.1 153.8 150.01739 1708 1683 1665 1654 1650
1713 1713 1713 1713 1713 1713 1713 1713 1713 1713 1713 1713 1713590 315 590 315 590 315 590 315 590 315 590 315 590
11201251
191.5 160.7 125.0 85.5 43.4 0.0-160.7 -191.5 -216.5 -234.9 -246.2 -250.01192 1161 1125 1086 1043 1000542 511 475 436 393 3501842 1811 1775 1736 1693 1650189 158 133 115 104 1001315 1284 1259 1241 1230 1226
1450 1450 1450 1450 1450 1450 1450 1450 1450 1450 1450 1450 1450590 315 590 315 590 315 590 315 590 315 590 315 590
1138 1138 1138 1138 1138 1138 1138 1138 1138 1138 1138 1138 1138580 327 580 327 580 327 580 327 580 327 580 327 580
11201200
191.5 160.7 125.0 85.5 43.4 0.0-160.7 -191.5 -216.5 -234.9 -246.2 -250.0
542 511 475 436 393 3501842 1811 1775 1736 1693 1650189 158 133 115 104 1001489 1458 1433 1415 1404 1400
1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5 357.5 657.5
1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
14501420
191.5 160.7 125.0 85.5 43.4 0.0-160.7 -191.5 -216.5 -234.9 -246.2 -250.0
542 511 475 436 393 3502381 2350 2314 2275 2232 21891461 1430 1395 1355 1313 1270189 158 133 115 104 1002028 1997 1972 1954 1943 19391109 1078 1053 1035 1023 1020
2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5 447.5 897.5
2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439
16002625
191.5 160.7 125.0 85.5 43.4 0.0-160.7 -191.5 -216.5 -234.9 -246.2 -250.0
542 511 475 436 393 3502442 2411 2375 2336 2293 2250189 158 133 115 104 100
2089 2058 2033 2015 2004 20003989 3958 3933 3915 3904 3900
2538 2538 2538 2538 2538 2538 2538 2538 2538 2538 2538 2538 25381858 807.5 1858 807.5 1858 807.5 1858 807.5 1858 807.5 1858 807.5 1858
2055 2250 2250 2445 2445 2641 2641 2836 2836 3032 3032 3227 3227
11452 11952 11952316 0 316
1607 1832 1832 1832 1832 1832 1832 1832 1832 1832 1832 1832 1832716 441 716 441 716 441 716 441 716 441 716 441 716
2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439 2439903.5 453.5 903.5 453.5 903.5 453.5 903.5 453.5 903.5 453.5 903.5 453.5 903.5
6311 6461 6461 6611 6611 6611 6611 6611 6611 6611 6611 6611 6611716 441 716 441 716 441 716 441 716 441 716 441 716
2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407 2407703.5 253.5 703.5 253.5 703.5 253.5 703.5 253.5 703.5 253.5 703.5 253.5 703.5
1461 1430 1395 1355 1313 1270 ###6117 6075###6000 5969###5926 5915###5915 5926239 208 183 165 154 150 ### 341 352 ### 395 426 ### 501 544 ### 630 6731461 1430 1395 1355 1313 1270 ###5467 5425###5350 5319###5276 5265###5265 52761739 1708 1683 1665 1654 1650 ###1467 1478###1521 1552###1627 1670###1756 1799
7002 6971 6936 6896 6854 6811 ###10359 10316###10241 10210###10167 10156###10156 101671552 1521 1496 1478 1467 1463 ### 1554 1565### 1608 1639### 1714 1757### 1843 1886
11894 11863 11827 11788 11745 117021639 1608 1583 1565 1554 1550
6071 6101 6101 6131 6131 6161 6161 6191 6191 6221 6221 6251 62511488 1188 1488 1188 1488 1188 1488 1188 1488 1188 1488 1188 1488
542 511 475 436 393 350 ### 4015 4026### 4069 4100### 4175 4217### 4304 4346220 189 164 146 134 131 ### 307 264### 189 158### 115 104### 104 1152381 2350 2314 2275 2232 2189 ### 4015 4026### 4069 4100### 4175 4217### 4304 4346220 189 164 146 134 131 ### 2207 2164### 2089 2058### 2015 2004### 2004 2015542 511 475 436 393 350 ### 5915 5926### 5969 6000### 6075 6117### 6204 62462059 2028 2003 1985 1973 1970 ### 307 264### 189 158### 115 104### 104 1152381 2350 2314 2275 2232 2189 ### 5915 5926### 5969 6000### 6075 6117### 6204 62462059 2028 2003 1985 1973 1970 ### 2207 2164### 2089 2058### 2015 2004### 2004 20151461 1430 1395 1355 1313 1270 ### 7815 7826### 7869 7900### 7975 8017### 8104 81461139 1108 1083 1065 1054 1050 ### 307 264### 189 158### 115 104### 104 1157900 7869 7844 7826 7815 78112442 2411 2375 2336 2293 2250
5936 6011 6011 6086 6086 6161 6161 6236 6236 6311 6311 6386 63861675 925 1675 925 1675 925 1675 925 1675 925 1675 925 1675
1713 1713 1713 1713 1713 1713315 590 315 590 315 590
1450 1450 1450 1450 1450 1450315 590 315 590 315 590
1138 1138 1138 1138 1138 1138327 580 327 580 327 580
1900 1900 1900 1900 1900 1900357.5 657.5 357.5 657.5 357.5 657.5
1900 1900 1900 1900 1900 1900
2407 2407 2407 2407 2407 2407447.5 897.5 447.5 897.5 447.5 897.5
2439 2439 2439 2439 2439 2439
2538 2538 2538 2538 2538 2538807.5 1858 807.5 1858 807.5 1858
3423 3423 3618 3618 3814 3814
1832 1832 1832 1832 1832 1832 1832 1832 1832 1832 1832 1832 1832441 716 441 716 441 716 441 716 441 716 441 716 441
2439 2439 2439 2439 2439 2439 4011 4011 4206 4206 4402 4402 4597453.5 903.5 453.5 903.5 453.5 903.5 -347 704 -347 704 -347 704 -347
6611 6611 6611 6611 6611 6611 6611 6611 6611 6611 6611 6611 6611441 716 441 716 441 716 441 716 441 716 441 716 441
2407 2407 2407 2407 2407 2407 4923 4923 5198 5198 5473 5473 5748253.5 703.5 253.5 703.5 253.5 703.5 -347 704 -347 704 -347 704 -347
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### ### ### ### ### ### ### ### ### ### ###704 404 704 404 704 404 704 404 704 404 704
PILECAP DESIGN to BS 8110:1997 for EXCEL 97/2000
FILE NAME CID Pilecaps.xls
VERSION UNREGISTERED COPY
COPYRIGHT © 2000, 2001 Concrete Innovation & Design. All rights reserved.
REQUIREMENTSExcel 2000 or Excel 97, running under Windows 98.
DESIGN ASSUMPTIONS
REGISTRATION
Single user license £100 plus VAT 2 - 5 user licenses £50 plus VAT (each)
more than 5 users freeYour fee will entitle you to free upgrades for a period of 12 months from registration.
LICENSE for USE and DISTRIBUTION
DISCLAIMER
CONTACTFor further information, please contactConcrete Innovation & Design43 Matthews Drive E-mail:Maidenbower, CrawleyWest Sussex RH10 7HJ
1.3 (9 August 2001).
TTF Fonts MarkerR, Tekton~N and Tekton~I (as used by RCC 2000 spreadsheets).
The bending moment method has been assumed throughout (as opposed to strut-and-tie).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 with caution.
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, please add £5 for P & P.
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 ENSURE THE ACCURACY OF THIS PROGRAM, USERS SHOULD VERIFY THE RESULTS FOR
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