PAD FOUNDATION DESIGN to BS 81101997.xls

Project

Spreadsheets to BS 8110

Client Location

Advisory Group Level -1 Base B1

REINFORCED CONCRETE COUNCIL Made by

PAD FOUNDATION DESIGN to BS 8110:1997 Originated from RCC81.xls on CD

MATERIALS

fcu fy Densities - Concrete Bearing pressure

DIMENSIONS mm BASE L = 3300 B = 1800 depth H = 450 ex = 0

35 460 23.6 200

DEAD

RMW

Revision

chg gc gs

mm mm kN/m³

Page

113

27-Jun-14

Checked

© 1999 BCA for RCC

N/mm² h agg 20 N/mm² cover 50 kN/m³ Soil 18 kN/m² (net allowable increase)

Job No

-

R68

1.5 1.05

concrete steel

COLUMN h = 1200 b = 250 ey = 0

COLUMN REACTIONS kN, kNm Axial (kN) 1001.0 Mx (kNm) -20.0 My (kNm) Hx (kN) Hy (kN)

Single column base

Date

Plot (to scale)

characteristic

IMPOSED

Key

WIND

128.0 Grnd Brg Pressure Bending

99%

fsx

84%

(As/Asprov) fsy

STATUS VALID DESIGN

Shear

93%

v xx

52%

v yy

BEARING PRESSURES kN/m²

punching

characteristic

CORNER

1

2

3

4

no wind with wind

198.7 198.7

186.5 186.5

198.7 198.7

186.5 186.5

REINFORCEMENT . Mxx = 275.0 kNm b = 1800 mm d= 392 mm As = 1686 mm² PROVIDE 9 T16 @ 225 B1 As prov = 1810 mm² . . BEAM SHEAR Vxx = 329.4 kN at d from col face v = 0.467 N/mm² or Vxx = 135.2 kN at 2d from col face v = 0.192 N/mm² vc = 0.451 N/mm² PUNCHING SHEAR d ave = 385 mm As prov = 0.210 % v = 0.350 N/mm²

37% 83% 0%

25%

50%

75% 100% 125%

Efficiency . kNm mm mm mm²

Myy = 268.0 b = 3300 d= 378 As = 1703 PROVIDE 18 T12 @ 200 B2 As prov = 2036 mm² . .

Vyy = v= or Vyy = v= vc =

361.4 0.290 31.2 0.025 0.392

u crit = v max = vc =

3600 mm 1.441 N/mm² at col face 0.424 N/mm²

.

kN at d from col face N/mm² kN at 2d from col face N/mm² N/mm² .

Project

Spreadsheets to BS 8110 Level -1 Base B1 PAD FOUNDATION DESIGN to BS 8110:1997

Location

Originated from RCC81.xls on CD

Single column base

© 1999 BCA for RCC

Made by RMW Job No R68 Date 8-Jan-99 sheet 1 of 3

CALCULATIONS - SINGLE BASE

Gross base wt 63.08

L= 3.3

B= 1.8

CHARACTERISTIC PRESSURES P Mx My ex ey 6ex/L if ex>L/6 k 2-4 k 1-3 6ey/B if ey>B/6 k 1-2 k 3-4 P/A corner 1 corner 2 corner 3 corner 4

kN kNm kNm m m

kN/m² kN/m² kN/m² kN/m² kN/m²

G+Q

G+Q+W

1192.08 -20.00 0.00 -0.017 0.000 -0.0305 1.3470 0.9695 1.0305 0.0000 1.3333 1.0000 1.0000 200.69 206.81 194.57 206.81 194.57

1192.08 -20.00 0.00 -0.017 0.000 -0.0305 1.3470 0.9695 1.0305 0.0000 1.3333 1.0000 1.0000 200.69 206.81 194.57 206.81 194.57

1.4G+1.6Q

1.2(G+Q+W)

1694.52 -28.00 0.00 -0.017 0.000 -0.0300 1.3468 0.9700 1.0300 0.0000 1.3333 1.0000 1.0000 513.49 498.06 528.92 941.40 941.40 941.40 4.900 2.700

1430.50 -24.00 0.00 -0.017 0.000 -0.0305 1.3470 0.9695 1.0305 0.0000 1.3333 1.0000 1.0000 433.48 420.26 446.71 794.72 794.72 794.72 4.900 2.700

G+W

OK

1064.08 -20.00 0.00 -0.019 0.000 -0.0342 1.3487 0.9658 1.0342 0.0000 1.3333 1.0000 1.0000 179.14 185.26 173.02 185.26 173.02

Text

kN

Rebar ares

Gross Gross Gross Gross

kNm kNm m m

kN/m kN/m kN/m kN/m kN/m kN/m m m

XX MOMENTS from right from left to zero press local press M1 M2 choose M Design Mxx

1.4G+1.6Q LEFT RIGHT m m m kN/m kNm kNm kNm kNm

2.250 1.050 3.850 519.10 289.8 1282.7 275.0

1.050 2.250 3.850 507.88 276.4 1255.0 261.6

1.0G+1.4W

OK

1.2(G+Q+W) LEFT RIGHT

1089.32 -20.00 0.00 -0.018 FS o'turn 89.86856 0.000 FS o'turn 100 0 -0.0334 1.3483 0.9666 1.0334 0.0000 1.3333 1.0000 1.0000 330.10 319.08 341.12 605.18 605.18 605.18 4.895 2.700 1.0G+1.4W LEFT RIGHT 3.11.2.2 3.11.2.2

3.850 438.29 244.7 1082.6 232.1

3.850 428.68 233.2 1058.8 220.6

3.845 334.10 186.8 823.2 176.2

3.845 326.09 177.2 803.5 166.6

275.0

XX SHEARS @ d from col face from right m 2.640 from left m 0.660 to zero press m 2.260 local press kN/m 522.75 V1 kN 347.0 V2 kN 1108.3 choose V kN 329.4 Design Vxx kN 329.4 @ 2d from col face from right m 3.030 from left m 0.270 to zero press m 1.870 local press kN/m 526.39 V1 kN 142.5 V2 kN 1218.7 choose V kN 135.2 Design Vxx kN 135.2

0.660 2.640 4.240 504.23 330.8 1069.1 313.1

0.270 3.030 4.630 500.59 134.8 1159.0 127.6

3.4.5.10 3.4.5.8

2.260 441.42 293.1 935.7 277.9

4.240 425.55 279.1 902.1 264.0

2.255 336.71 223.7 713.0 211.1

4.235 323.48 212.0 685.0 199.4

3.4.5.10 3.4.5.8

1.870 444.54 120.3 1029.0 114.1

4.630 422.43 113.8 977.8 107.6

1.865 339.31 91.9 784.6 86.7

F/S OVERTURNING L/6 k 2-4 k 1-3 6ey/B if ey>B/6 k 1-2 k 3-4 N/L edge 2-4 edge 1-3 N/B edge 1-2 edge 3-4 3(L/2-ex) 3(B/2-ey)

Asx increased Asy increased

4.625 320.88 86.4 742.0 81.2

Area 50.3 78.5 113.1 201.1 314.2 490.9 804.2 1256.6

Dia 8 10 12 16 20 25 32 40

Project

Spreadsheets to BS 8110 Level -1 Base B1 PAD FOUNDATION DESIGN to BS 8110:1997

Location

Originated from RCC81.xls on CD

YY MOMENTS from top m 1.025 from btm m 0.775 to zero press m 1.925 local press kN/m 941.40 M1 kNm 282.7 M2 kNm 581.4 choose M kNm 268.0 Design Myy kNm 268.0 YY SHEARS @ d from col face from top m 1.395 from btm m 0.405 to zero press m 2.295 local press kN/m 941.40 V1 kN 381.3 V2 kN 1080.3 choose V kN 361.4 Design Vyy kN 361.4 @ 2d from col face from top m 1.765 from btm m 0.035 to zero press m 2.665 local press kN/m 941.40 V1 kN 32.9 V2 kN 1254.4 choose V kN 31.2 Design Vyy kN 31.2 REINFORCEMENT

0.775 1.025 1.925 941.40 282.7 581.4 268.0

0.405 1.395 2.295 941.40 381.3 1080.3 361.4

0.035 1.765 2.665 941.40 32.9 1254.4 31.2

© 1999 BCA for RCC

BEAM SHEAR v@d v @ 2d vc As enhanced

1.925 794.72 238.7 490.8 226.0

3.4.5.10 3.4.5.8

2.295 794.72 321.9 911.9 304.8

2.295 794.72 321.9 911.9 304.8

2.295 605.18 245.1 694.4 230.9

2.295 605.18 245.1 694.4 230.9

3.4.5.10 3.4.5.8

2.665 794.72 27.8 1059.0 26.3

2.665 794.72 27.8 1059.0 26.3

2.665 605.18 21.2 806.4 20.0

2.665 605.18 21.2 806.4 20.0

mm mm² mm² mm² mm mm² % mm mm mm mm

N/mm² N/mm² N/mm² %

Y-Y

3300 choose dia 12 20 378 370 0.1558 0.0162 0.0169 359.1 351.5 Punching ave r 1703 1740 1046 472 As X 1931 1931 As Y ave r 18 10.69 200 325 As X 2036 As Y 0.163 1650 1751 > 1,650 2334 200

0.4668 0.4692 0.1917 0.1927 0.4515 OK 0.00% 0.00%

0.2897 0.2960 0.0250 0.0256 0.3919 OK 0.00% 0.00%

385

1.5 x d ave 577.5 R

B

kN N/mm² kN/m² kN N/mm²

1694.5 1.441 OK 285.27 485.2 0.3501 OK

1.2(G+Q+W)

1430.5 1.217 OK 240.82 409.6 0.2956 OK

0.00054 485 472 0.00118 1073 1046

0.94128 0.52734 1.46862 0.93647 0.51618 1.45266

380 570

T

1650 1650 900 900 1177.5 1177.5 702.5 702.5 0 0 0 0 0 0 0 0 1 1 1 1 perimeter falls within base and on 2 sides mm 3600 m² 4.239 % 0.210 N/mm² 0.4242 mm mm Y,N mm Y,N

1.4G+1.6Q

N v max ave press V v

1.925 605.18 181.7 373.8 171.2

1800 choose dia 16 20 392 390 0.1558 0.0284 0.0287 372.4 370.5 1686 1694 1073 485 1686 1694 9 6.17 225 325 1810 0.256 900 1070 > 900 1426 225

L

U crit Area As prov vc

1.925 605.18 181.7 373.8 171.2

min As 0.13% mm mm mm

PUNCHING SHEAR d ave mm to edges to 1.5d per standard perimeter? U within base?

Made by RMW Job No R68 Date 8-Jan-99 sheet 2 of 3

3.11.2.2 3.11.2.2

1.925 794.72 238.7 490.8 226.0

X-X

b dia d K' K z As As shear required No ave centres As prov = Lc Lc max b central Final centres

Single column base

2355 1800 0 1

3600

1170

1170

1

1

695 1

2

1

1

766.6 0.2704

647.2 0.2283

492.8 0.1739

7460 3.253

1.0G+1.4W

1089.3 0.926 OK 183.39 311.9 0.2251 OK

695 1

Project

Spreadsheets to BS 8110 Level -1 Base B1 PAD FOUNDATION DESIGN to BS 8110:1997

Location

Originated from RCC81.xls on CD

SIZING TIPS

Single column base

© 1999 BCA for RCC

Net press = 197.5

N kN Mx kNm My kNm ex m ey m min A m² min L mm min B mm sq base iteration 0

sq base iteration 1

sq base iteration 2

sq base iteration 3

SQUARE SIZE L&B mm if L = 3300 B if B = L

mm

G+Q

G+Q+W

G+W

1129.0 -20.0 0.0 -18 0 5.72 1200 250 2.391 0 -120 4.782 16197 16077 2.438 110 -10 2.442 118 -2

1129.0 -20.0 0.0 -18 0 4.57

1001.0 -20.0 0.0 -20 0 4.06

2.391 0 -120 4.782 16197 16077 2.438 110 -10 2.442 118 -2

2.251 0 -120 4.503 13522 13402 2.303 106 -14 2.308 118 -2

2442

2442

2309

331 1677

331 1341

292 1184

or 3300 x 1680

627 3066

627 2430

556 2126

or 3070 x 1800

2445 SQ

1800 mm

Made by RMW Job No R68 Date 8-Jan-99 sheet 3 of 3

Project

Spreadsheets to BS 8110

Client

Advisory Group

Location

Base B3/B4

REINFORCED CONCRETE COUNCIL Made by

Combined base

PAD FOUNDATION DESIGN to BS 8110:1997 Originated from RCC81.xls on CD

MATERIALS

fcu fy Densities - Concrete Bearing pressure

35 460 23.6 125

h agg cover Soil

Page

Revision

chg

20 50 18

114

27-Jun-14

Checked

© 1999 BCA for RCC

N/mm² N/mm² kN/m³

Date

RMW

Job No

gc gs

mm mm kN/m³

R68

1.5 1.05

steel concrete

kN/m² (net allowable)

COLUMN REACTIONS kN, kNm

characteristic

Column 1 (rhs)

DEAD

IMPOSED

WIND

Column 2 (lhs)

DEAD

IMPOSED

WIND

Axial Mx My Hx Hy

225.0

225.0

112.5

Axial Mx My Hx Hy

225.0

225.0

112.5 50.0 25.0

DIMENSIONS mm BASE

L= B= depth H = Sex = Sey =

COLUMN 1 (rhs)

3000 3000 750 300 1000

COLUMN 2 (lhs)

h1 = 300 b1 = 300

h2 = 300 b2 = 300

ex1 = 150 ey1 = 500

ex2 = 150 ey2 = 500

STATUS VALID DESIGN PLOT (to scale)

BEARING PRESSURES kN/m² CORNER

no wind with wind

characteristic

1

2

3

4

104.2 144.5

104.2 144.5

104.2 113.9

104.2 113.9

REINFORCEMENT Btm Mxx - 405.0 b = 3000 d = 692 As = 1406

Grnd Brg Pressure

Bending

fsx

Myy b= d= As =

PROVIDE 15 T16 @ 225 B1 As prov = 3016 mm²

63%

(As/Asprov) fsy

Shear

kNm mm mm mm²

92%

251.7 3000 676 895

72%

v xx

15%

v yy

6%

punching

49% 0%

133%

Efficiency'

& 15 T16 @ 225 B2 As prov = 3016

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0

Top Mxx + 0.0 kNm d = 692 mm As = 0 mm² PROVIDE 15 T16 @ 225 T1 As prov = 3016 mm² . BEAM SHEAR Vxx = 228.6 v = 0.110 or Vxx = 0.0 v = 0.000 vc = 0.372 PUNCHING SHEAR d ave = 684

Myy + 0.0 d = 676 As = 0 & 15 T16 @ 225 T2 As prov = 3016 .

-200

-300 -400 -500

Moment

.

.

Vyy = v= or Vyy = v= vc =

kN at d N/mm² kN at 2d N/mm² N/mm²

87.3 0.043 0.0 0.000 0.375

0.0

6000

0.5

1.0

1.5

2.0

0 -50 -100 -150 -200

u crit =

Columns

Zero axis

Mx Diagram

. mm

-100

mm

-250

.

2.5

3.0

3.5

Project

Spreadsheets to BS 8110 Base B3/B4

Location

PAD FOUNDATION DESIGN to BS 8110:1997 Originated from RCC81.xls on CD

Made by RMW Job No R68 Date 27-Jun-14 sheet 1 of 5

Combined base © 1999 BCA for RCC

CALCULATIONS - DOUBLE BASE Gross base wt 159.30

L= 3.00

B= 3.00

CHARACTERISTIC PRESSURES N1 N2 Total N Mx1 Mx2 Total Mx ex My1 My2 Total My ey 6ex/L if ex>L/6 k 2-4 k 1-3 6ey/B if ey>B/6 k 1-2 k 3-4 N/A corner 1 corner 2 corner 3 corner 4

kN kN kN kNm kNm kNm m kNm kNm kNm m

kN/m² kN/m² kN/m² kN/m² kN/m²

G+Q

G+Q+W

G+W

450.0 450.0 1059.3 67.5 -67.5 0.0 0.000 225.0 -225.0 0.0 0.000 0.0000 1.3333 1.0000 1.0000 0.0000 1.3333 1.0000 1.0000 117.70 117.70 117.70 117.70 117.70

562.5 562.5 1284.3 84.4 -84.4 0.0 0.000 281.3 -212.5 68.8 0.054 0.0000 1.3333 1.0000 1.0000 0.1071 1.3827 1.1071 0.8929 142.70 157.98 157.98 127.42 127.42

337.5 337.5 834.3 50.6 -50.6 0.0 0.000 168.8 -100.0 68.8 0.082 0.0000 1.3333 1.0000 1.0000 0.1648 1.4108 1.1648 0.8352 92.70 107.98 107.98 77.42 77.42

1.4G+1.6Q

1.2(G+Q+W)

675.0 675.0 1573.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0000 1.3333 1.0000 1.0000 0.0000 1.3333 1.0000 1.0000 524.34 524.34 524.34 524.34 524.34 524.34 4.500 4.500

675.0 675.0 1541.2 0.0 0.0 0.0 0.0 82.5 82.5 0.000 0.054 0.0000 1.3333 1.0000 1.0000 0.1071 1.3827 1.1071 0.8929 513.72 513.72 513.72 513.72 568.72 458.72 4.500 4.339

OK

Dims

Rebar areas

FS o'turn 100

FS o'turn 18.20291 0

N= Mx = ex' = Sex = ex1

150 Gross Gross Gross Gross

0 700

clear x clear y

Area 50.3 78.5 113.1 201.1 314.2 490.9 804.2 1256.6

Dia 8 10 12 16 20 25 32 40

Suggested values for 'e' 900.0 0 My = 0 0 ey' = 0 Sey = 1000 300 ex2 ey1 ey2 150 500 500

Text

Asx increased Asy increased

ULTIMATE PRESSURES N1 N2 Total N Mx1 Mx2 SMx My1 My2 SMy ex ey 6ex/L if ex>L/6 k 2-4 k 1-3 6ey/B if ey>B/6 k 1-2 k 3-4 N/L edge 2-4 edge 1-3 N/B edge 1-2 edge 3-4 3(L/2-ex) 3(B/2-ey)

XX MOMENTS Column 1 from right from left to zero press local press M1 M2 add choose M Column 2 from right from left to zero press local press M1 M2 add choose M Design Mxx+

235994954.xls.ms_office

kN kN kN kNm kNm kNm kNm kNm kNm m m

kN/m kN/m kN/m kN/m kN/m kN/m m m

1.4G+1.6Q LEFT RIGHT m m m kN/m kNm kNm kNm kNm

1.500 1.500 3.000 524.34 589.9 0.0 -101.3 405.0

1.200 1.800 3.300 524.34 377.5 -471.9

m m m kN/m kNm kNm kNm kNm kNm

1.800 1.200 3.300 524.34 377.5 -471.9

1.500 1.500 3.000 524.34 589.9 0.0 -101.3 405.0

324.0

324.0

1.0G+1.4W

OK

1.2(G+Q+W) LEFT RIGHT

382.5 382.5 924.3 0.0 0.0 0.0 0.0 96.3 96.3 0.000 0.104 0.0000 1.3333 1.0000 1.0000 0.2083 1.4328 1.2083 0.7917 308.10 308.10 308.10 308.10 372.27 243.93 4.500 4.188

FS o'turn 100 FS o'turn 14.40468 0

1.0G+1.4W LEFT RIGHT 3.11.2.2 3.11.2.2

3.000 513.72 577.9 0.0 -101.3 405.0

3.300 513.72 369.9 -462.3 324.0

3.000 308.10 346.6 0.0 -57.4 229.5

3.300 308.10 221.8 -277.3 183.6 3.11.2.2 3.11.2.2

3.300 513.72 369.9 -462.3 324.0

3.000 513.72 577.9 0.0 -101.3 405.0

3.300 308.10 221.8 -277.3 183.6

3.000 308.10 346.6 0.0 -57.4 229.5

405.0

12:40 PM

6/27/2014

6

BETWEEN clear span End V local press quad a if ex 1,000

0.0000 640.3 0 2925 9.76 325 0.000

Combined base © 1999 BCA for RCC sheet 4 of 5+M138

OK 0.00%

2699 0.130 0

2636 0.130 0

0.000

0.130

for punching

3.11.1 3.11.3.2

> 1,350

0.0431 0.0432 0.0000 0.0000 0.3746 OK 0% 0.00%

0.1104 0.0000

L

R

1650 1350 1176 1176 0 0 0 0 1 1 perimeter falls within base mm 6000 m² 7.056 mm mm Y,N mm Y,N

kN N/mm² kN/m² kN N/mm²

L

R

0.25582163

L

R

1350 1350 1176 1176 0 0 0 0 1 1 perimeter falls within base mm 6000 m² 4.704

1

OK

B

T

2000 1176 0 0 1

-0.002

2352 3000 0 1

6000

1.0G+1.4W

382.5 0.455 OK 99.14 -317.0 -0.0772 OK

OK

OK

B

T

1000 1000 0 0 0

1000 1000 0 0 0

1

1.2(G+Q+W)

1.0G+1.4W

1573.0 174.78 750.9 0.1830

1541.2 171.24 735.6 0.1793

924.3 102.70 441.2 0.1075

OK

12:40 PM

-0.001

2352 2000 0

1.4G+1.6Q

OK

6000

382.5 0.454 OK 106.26 -367.3 -0.0895 OK

OK

1000 1000 0 0 0

675.0 0.804 168.18 -511.7 -0.1247

2352 3000 0

1.0G+1.4W

1.2(G+Q+W)

675.0 0.803 OK 174.78 -558.2 -0.1360 OK

mm mm Y,N mm Y,N

kN kN/m² kN N/mm²

T

1000 1000 0 0 0

675.0 0.803 174.30 -554.8 -0.1352

1350 1650 1176 1176 0 0 0 0 1 1 perimeter falls within base mm 6000 m² 7.056

kN N/mm² kN/m² kN N/mm²

B

2000 1176 0 0 1

1.2(G+Q+W)

675.0 0.803 OK 174.78 -558.2 -0.1360 OK

1.4G+1.6Q

N v max ave press V v

Spreadsheets to BS 8110 Base B3/B4 PAD FOUNDATION DESIGN to BS 8110:1997 Originated from RCC81.xls on CD Made by RMW Job No R68 Date 27-Jun-14

#DIV/0!

COLUMN 2 to edges mm to 1.5d per mm standard perimeter? Y,N U mm within base? Y,N U crit Area

choose dia 20 674

0

2925 15 225 3016 0.145 1000 1782 3000 225

1.4G+1.6Q

N v max ave press V v

3000 16 676 0.1558 0.0000 642.2 0

choose dia 20 690

6000

OK

6/27/2014

0.017

9

SIZING TIPS

Net press = 120.8

N Mx My ex ey min A min L

min B

kN kNm kNm m m m² mm

mm

MINIMUM SIZE L mm B mm if L = 3000 B if B = L

235994954.xls.ms_office

mm

G+Q

G+Q+W

G+W

900.0 0.0 0.0 0 0 7.45 600 1500 12417 1300 692 5731

1125.0 0.0 68.8 0 61 7.45

675.0 0.0 68.8 0 102 4.47

1875 12774

1125 8018

1109 7347

763 5055

5731 1300

7347 1300

5055 1300

5735 x 1300

300 2483

375 2808

225 1956

3000 x 2810

300 2483

421 2787

271 1794

2790 x 3000

Spreadsheets to BS 8110 Base B3/B4 PAD FOUNDATION DESIGN to BS 8110:1997 Originated from RCC81.xls on CD

Combined base © 1999 BCA for RCC sheet 5 of 5+M237

Made by RMW Job No R68 Date 27-Jun-14

3000 mm

12:40 PM

6/27/2014

10

Project

Spreadsheets to BS 8110 Base B3/B4 AND Level -1 Base B1

Location

Made by RMW Date

PAD FOUNDATION DESIGN to BS 8110:1997 Originated from RCC81.xls on CD

© 1999 BCA for RCC

Job No R68 27-Jun-14 sheet 1 of 2

For Graphs SINGLE PAD USAGE

punching v yy Shear v xx (As/Asprov) fsy Bending fsx Grnd Brg Pressure

Mx DIAGRAM

DOUBLE PAD USAGE

82.5% 37.0% 51.7% 93.2% 83.7% 99.4% 74.3

punching v yy Shear v xx (As/Asprov) fsy Bending fsx Grnd Brg Pressure

diff 0.0

49.0% 5.7% 14.8% 71.8% 63.3% 92.5%

length 3.000

1.4

Left distance pressure press M Col M M Base

My DIAGRAM

0.000 524.3 0.0 0.0 0.0 0.0 1.2 0.0 74.3

0.120 524.3 3.2 0.0 -3.2 0.0 1.2 -405.0

0.240 524.3 13.0 0.0 -13.0 0.0

diff 0.0

0.360 524.3 29.2 0.0 -29.2 0.0 1.5 0.0

0.480 524.3 51.8 0.0 -51.8 0.0 1.5 -405.0

0.600 524.3 81.0 0.0 -81.0 0.0

0.720 524.3 116.6 0.0 -116.6 0.0 1.5 0.0

0.840 524.3 158.8 0.0 -158.8 0.0 1.5 -405.0

0.960 524.3 207.4 0.0 -207.4 0.0

1.080 524.3 262.4 0.0 -262.4 0.0 1.8 0.0

235994954.xls.ms_office

0.000 524.3 0.0 0.0 0.0 0.9 0.0

0.085 524.3 1.6 0.0 -1.6 0.9 -196.3

0.170 524.3 6.5 0.0 -6.5

c/l

2R

1.200

1.350

1.500

-324.0 0.0 1.8 -405.0

-364.5 0.0

-405.0 0.0

2L

c/l

2R

0.850

1.000

1.150

-162.6 2.2 -196.3

-179.4

-196.3

length 3.000 0.255 524.3 14.6 0.0 -14.6 1.2 0.0

0.340 524.3 26.0 0.0 -26.0 1.2 -196.3

1.500 524.3 506.3 101.3 -405.0 0.0

diff 0.000 1.500 524.3 506.3 101.3 -405.0 0.0

col M 0.0 1.500 524.3 506.3 101.3 -405.0 0.0

1.220 524.3 334.9 148.5 -186.4

diff 0.070 1.290 524.3 374.4 195.8 -178.7

col M 0.0 1.360 524.3 416.2 243.0 -173.2

1.0

Left distance pressure press M Col M M

2L

0.425 524.3 40.6 0.0 -40.6

0.510 524.3 58.5 0.0 -58.5 1.9 0.0

12:40 PM

0.595 524.3 79.7 0.0 -79.7 1.9 -196.3

6/27/2014

0.680 524.3 104.0 0.0 -104.0

0.765 524.3 131.7 0.0 -131.7 2.2 0.0

11

Project Location

Spreadsheets to BS 8110 Base B3/B4 AND Level -1 Base B1

Made by RMW Job No R68 Date 27-Jun-14 sheet 2 of 2

PAD FOUNDATION DESIGN to BS 8110:1997 Originated from RCC81.xls on CD

© 1999 BCA for RCC

For Graphs

2L 1.200 -324.0 1.500 524.3 506.3 101.3 -405.0 0.0

c/l 1.350 -364.5 1.500 524.3 506.3 101.3 -405.0 0.0

2R 1.500 -405.0 1.500 524.3 506.3 101.3 -405.0 0.0

1L 1.500 -405.0 1.500 524.3 506.3 101.3 -405.0 0.0

1R 1.800 -324.0 1.500 524.3 506.3 101.3 -405.0 0.0

2L 0.850 -162.6 1.430 524.3 460.1 290.3 -169.9

c/l 1.000 -179.4 1.500 524.3 506.3 337.5 -168.8

2R 1.150 -196.3 1.570 524.3 554.6 384.8 -169.9

1L 1.850 -196.3 1.640 524.3 605.2 432.0 -173.2

1R 2.150 -162.6 1.710 524.3 657.9 479.3 -178.7

235994954.xls.ms_office

1.7 1.500 524.3 506.3 101.3 -405.0 0.0

1L

1R

1.500

1.800

-405.0 0.0

-324.0 0.0

1.920 524.3 829.4 567.0 -262.4 0.0

diff 0.120 2.040 524.3 936.4 729.0 -207.4 0.0

col M 0.0 2.160 524.3 1049.8 891.0 -158.8 0.0

2.280 524.3 1169.6 1053.0 -116.6 0.0

2.400 524.3 1296.0 1215.0 -81.0 0.0

2.520 524.3 1428.8 1377.0 -51.8 0.0

2.640 524.3 1568.2 1539.0 -29.2 0.0

2.760 524.3 1714.0 1701.0 -13.0 0.0

2.880 524.3 1866.2 1863.0 -3.2 0.0

3.000 524.3 0.0 0.0 0.0 0.0

2.235 524.3 1123.9 992.3 -131.7

diff 0.085 2.320 524.3 1211.0 1107.0 -104.0

col M 0.0 2.405 524.3 1301.4 1221.8 -79.7

2.490 524.3 1395.0 1336.5 -58.5

2.575 524.3 1491.9 1451.3 -40.6

2.660 524.3 1592.0 1566.0 -26.0

2.745 524.3 1695.4 1680.8 -14.6

2.830 524.3 1802.0 1795.5 -6.5

2.915 524.3 1911.9 1910.3 -1.6

3.000 524.3 0.0 0.0 0.0

2.0 1.780 524.3 712.9 526.5 -186.4

1L

1R

1.850

2.150

-196.3

-162.6

12:40 PM

6/27/2014

Right

Right

12

RCC81 Foundation Pads.xls

Single

Double

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 & EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.

Status of spreadsheet Public release version. Revision history RCC81 Foundation Pads

Date

Version

06-Aug-99 RCC81 v1.0 09-Aug-99 RCC81 v1.0a

Action First public release. Includes b version comments Correction to recommended e's in DOUBLE (RW)

d/or Reinforced Concrete Council itations of its contents and take hat for negligence) for any loss A, RCC or their subcontractors, and publications are subject to y are in possession of the latest

anying publication 'Spreadsheets ent Association, Telford Avenue,

Size (kB) 438 438