Project Spreadsheets to BS 8110 etc REINFORCED CONCRETE COUNCIL

Client Advisory Group Made by Date Page

Location Grid line 2 rc 17-Apr-2023 95Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 etc. Checked Revision Job No

v2.1 © 1999-20002 BCA for RCC chg - R68

IDEALISED STRUCTURE and FORCE DIAGRAMS DESIGN STATUS : NOT VALID

DIMENSIONS(mm)H = 3700 B = 20000 Tw = 500

Hw = 6900 BI = 0 Tb = 500He = 6900

MATERIAL PROPERTIESfcu = 35 1.50 concretefy = 460 1.05 steel

Cover to tension reinforcement (co) = 40 mmMax. allowable design surface crack width (W) = 0.2 mm

Concrete density = 24.0 kN/m3 Wall Geometry

SOIL PROPERTIESDesign angle of int'l friction of retained mat'l (Ø) = 30 degree

Design cohesion of retained mat'l (C ) = 0 kN/m2 (Only granular backfill considered, ie "C" = 0)Density of retained mat'l (q ) = 20 kN/m3

Submerged Density of retained mat'l (qs ) = 13.33 kN/m3 (default=2/3 of q), only apply when Hw >0Design angle of int'l friction of base mat'l (Øb) = 20 degree = 13.33

Design cohesion of base mat'l (Cb ) = 0 kN/m2 ASSUMPTIONSDensity of base mat'l (qb ) = 18 kN/m3 a) Wall friction is zero

Allowable gross ground bearing pressure (GBP) = 200 kN/m2 b) Minimum active earth pressure = 0.25qH LOADINGS (unfactored) c) Granular backfill

Surcharge load -- live (SQK) = 5 kN/m2 h) Design not intended for walls over 3.5 m high Surcharge load -- dead (SGK) = 2 kN/m2

Line load -- live (LQK) = 0 kN/mLine load -- dead (LGK) = 0 kN/m

Distance of line load from wall (X) = 500 mmWall load -- live (WQK) = 20 kN/m

Wall load -- Dead (WGK) = 35 kN/m

LATERAL FORCES Ko = 0.50 default Ko = (1-SIN Ø) 0.50Kac = 1.41

Force (kN) Lever arm (m) Ultimate Force (kN)

PE = 158.66 LE = 2.300 1.40 222.12PS(GK) = 6.90 LS = 3.45 1.40 9.66PS(QK) = 17.25 LS = 3.45 1.60 27.60PL(GK) = 0.00 LL = 6.48 1.40 0.00PL(QK) = 0.00 LL = 6.48 1.60 0.00

PW = 238.05 LW = 2.30 1.40 333.27Total 420.86 592.65

Originated from 'RCC61 Basement Wall.xls'

N/mm2 gm =N/mm2 gm =

(0.2 or 0.3 mm only)

i)Does not include check for temp or shrinkage effects

= 2Ko0.5

gf

Project Spreadsheets to BS 8110 etc REINFORCED CONCRETE COUNCIL

Client Advisory Group Made by Date Page

Location Grid line 2 rc 17-Apr-2023 96

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 Checked Revision Job No

Originated from 'RCC61 Basement Wall.xls' v2.1 © 1999-20002 BCA for RC chg - R68

EXTERNAL STABILITY STABILITY CHECK : OK

ANALYSIS - Assumptions & Notes

1) Wall idealised as a propped cantilever ( i.e. pinned at top and fixed at base )2) Wall is braced.3) Maximum slenderness of wall is limited to 15, i.e [ 0.9*(He-Tb/2)/Tw < 15 ]4) Maximum Ultimate axial load on wall is limited to 0.1fcu times the wall cross-sectional area5) Design Span (Effective wall height) = He - (Tb/2)

7) " Wall MT. " is maximum +ve moment on the wall.

UNFACTORED LOADS AND FORCES

Force Lever arm Base MT. Wall MT. Reaction at Reaction at Estimated Elastic

Lateral Force (kN) to base (m) (kNm) (kNm) Base (kN) Top (kN)

PE = 147.37 2.22 -36.48 12.56 63.26 84.12 0.4PS(GK) = 6.65 3.33 -0.03 0.00 0.25 6.40 0.0PS(QK) = 16.62 3.33 -0.07 0.01 0.62 16.00 0.0PL(GK) = 0.00 6.23 0.00 0.00 0.00 0.00 0.0PL(QK) = 0.00 6.23 0.00 0.00 0.00 0.00 0.0

PW = 221.11 2.22 -54.73 18.85 94.91 126.20 0.6Total 391.76 -91.30 31.42 159.04 232.72 1.0

GROUND BEARING FAILURELOAD CASE: Wall Load MAX 1

Taking moments about centre of base (anticlockwise "+") Surcharge MIN 0

Vertical FORCES (kN) Lever arm (m) Moment (kNm)

Wall load = 55 9.75 536.24999945Wall (sw) = 38.40 9.75 374.40

Base = 240.00 0.00 0.00Earth = 0.00 10.00 0.00

Water = 0.00 10.00 0.00Surcharge = 0.00 10.00 0.00Line load = 0.00 0.00 0.00

333.40 910.65

-91.23 kNm

819.42 kNm

2.46 mMAXIMUM GROSS BEARING PRESSURE = 28.96 < 200 OK

SLIDING AT BASE (using overall factor of safety instead of partial safety f F.O.S = 1.50

159.04 kN-121.35 kN

0.76 < 1.50 FAIL .. but

therefore, LATERAL RESISTANCE to be provided by BASEMENT SLAB = 117.21 kN

6) -ve moment is hogging ( i.e. tension at external face of wall ) +ve moment is sagging ( i.e. tension at internal face of wall )

8) Estimated lateral deflections are used for checking the PD effect .

Deflection D (mm)

å V = å Mv =

MOMENT due to LATERAL FORCES, Mo =

RESULTANT MOMENT, M = Mv + Mo =

ECCENTRICITY FROM BASE CENTRE, M / V =kN/m2

SUM of LATERAL FORCES, P =BASE FRICTION, Fb = - ( V TANØb + B.Cb ) =

Factor of Safety, Fb / P =

0.00

3.20

6.40

9.60

12.80

16.00

19.20

0

50

BEARING PRESSURE (kN/m²)

Project Spreadsheets to BS 8110 etc REINFORCED CONCRETE COUNCIL

Client Advisory Group Made by Date Page

Location Grid line 2 rc 17-Apr-2023 98

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 Checked Revision Job No

Originated from 'RCC61 Basement Wall.xls' v2.1 © 1999-20002 BCA for RC chg - R68

OUTER BASE ( per metre length ) BS8110

1.50 (ASSUMED) reference

Ult. Shear = 101.57 kN (AT d from FACE of WALL)Ult. MT. = 0.00 kNm TENSION - TOP FACE

Min. As = 650 Table 3.25

25 mmcentres = 160 mm < 463 OK

As = 3068 > 650 OK

MOMENT of RESISTANCE : d = 448 mmZ = 405 mm 3.4.4.4

As' = 0Mres = 543.69 kNm > 0.00 OK

SHEAR RESISTANCE: 100As/bd = 0.68%vc = 0.62 Table 3.8

Vres = 278.98 kN > 101.57 OK 3.5.5.2

CHECK CRACK WIDTH IN ACCORDANCE WITH BS8100/8007 : Temp & shrinkage effects not included

X = 162.31 mm -0.00033 BS8007

Acr = 83.19 mm -0.06 mm < 0.20 OK App. B.2

NO CRACKING

INNER BASE ( per metre length )Ult. Shear = -114.64 kN (AT d from FACE of WALL)Ult. MT. = 136.96 kNm TENSION - BOTTOM FACE

BOTTOM REINFORCEMENT : Min. As = 650 Table 3.25

25 mmcentres = 160 mm < 463 OK

As = 3068 > 650 OK

MOMENT of RESISTANCE : d = 448 mmZ = 405 mm

As' = 0Mres = 543.69 kNm > 136.96 OK 3.4.4.4

SHEAR RESISTANCE: 100As/bd = 0.69%vc = 0.62 Table 3.8

Vres = 278.98 kN > 114.64 OK 3.5.5.2

CHECK CRACK WIDTH IN ACCORDANCE WITH BS8100/8007 : Temp & shrinkage effects not included

X = 162.31 mm 0.000122 BS8007

Acr = 83.19 mm 0.02 mm < 0.20 OK App. B.2

REINFORCEMENT SUMMARY for BASEType f centres As Min. As

mm mmTOP T 25 160 3068 650 OK

BOTTOM T 25 160 3068 650 OK

TRANSVERSE T 25 160 3068 650 OK

gf =

BOTTOM REINFORCEMENT : mm2

f =

mm2

mm2

N/mm2

em =

W =

mm2

f =

mm2

mm2

N/mm2

em =

W =

mm2 mm2

Project Spreadsheets to BS 8110 etc REINFORCED CONCRETE COUNCIL

Client Advisory Group Made by Date Page

Location Grid line 2 rc 17-Apr-2023 99

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 Checked Revision Job No

Originated from 'RCC61 Basement Wall.xls' v2.1 © 1999-20002 BCA for RC chg - R68

No. Type Dia Length Unit Wt Weight

WALL VERTICAL - Internal face 7 T 16 3328 1.578 36.77VERTICAL - External face 14 T 20 3360 2.466 116.01TRANSVERSE (Ext.+ Int.) 30 T 16 1000 1.578 47.35

BASE TOP (MAIN) 7 T 25 20200 3.853 544.87BOTTOM (MAIN) 7 T 25 20200 3.853 544.87TRANSVERSE ( T & B ) 252 T 25 1000 3.853 971.05WALL STARTERS (Int.) 7 T 16 1343 1.578 14.84WALL STARTERS (Ext.) 14 T 20 1535 2.466 53.00

SUMMARY Total reinforcement per metre length of wall (kg) 2329

APPROXIMATE WEIGHT OF REINFORCEMENT per metre length of wall

Project Spreadsheets to BS 8110 etc Location Grid line 2 DATA FOR DIAGRAMS I

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 etc. sheet 1 of 2 Made by rc Job No R68Originated from 'RCC61 Basement Wall.xls' v2.1 © 1999-20002 BCA for RCC Date

XX= 0

28.9612828.96128

0 0.00 28.961 0 28.96 0.0000 0.00 0.00 0.4 11.581 0.40 28.470 1 28.47 0 0.00 0.00 0.4 11.392 0.80 27.978 2 27.98 0 0.00 0.00 0 0.003 1.20 27.486 3 27.49 0 0.00 0.00 0 0.004 1.60 26.995 4 26.99 0 0.00 0.00 0 0.005 2.00 26.503 5 26.50 0 0.00 0.00 0 0.006 2.40 26.011 6 26.01 0 0.00 0.00 0 0.007 2.80 25.520 7 25.52 0 0.00 0.00 0 0.008 3.20 25.028 8 25.03 0 0.00 0.00 0 0.009 3.60 24.536 9 24.54 0 0.00 0.00 0 0.00

10 4.00 24.045 10 24.04 0 0.00 0.00 0 0.0011 4.40 23.553 11 23.55 0 0.00 0.00 0 0.0012 4.80 23.061 12 23.06 0 0.00 0.00 0 0.0013 5.20 22.570 13 22.57 0 0.00 0.00 0 0.0014 5.60 22.078 14 22.08 0 0.00 0.00 0 0.0015 6.00 21.587 15 21.59 0 0.00 0.00 0 0.0016 6.40 21.095 28.961 16 21.09 0 0.00 0.00 0 0.0017 6.80 20.603 BPO 0 28.961 17 20.60 0 0.00 0.00 0 0.0018 7.20 20.112 BPE 1E-08 28.961 18 20.11 0 0.00 0.00 0 0.0019 7.60 19.620 BPI 0.5 28.347 19 19.62 0 0.00 0.00 0 0.0020 8.00 19.128 BPZ 20 4.3787 20 19.13 0 0.00 0.00 0 0.0021 8.40 18.637 21 18.64 0 0.00 0.00 0 0.0022 8.80 18.145 22 18.14 0 0.00 0.00 0 0.0023 9.20 17.653 23 17.65 0 0.00 0.00 0 0.0024 9.60 17.162 24 17.16 0 0.00 0.00 0 0.0025 10.00 16.670 25 16.67 0 0.00 0.00 0 0.0026 10.40 16.178 26 16.18 0 0.00 0.00 0 0.0027 10.80 15.687 27 15.69 0 0.00 0.00 0 0.0028 11.20 15.195 28 15.20 0 0.00 0.00 0 0.0029 11.60 14.703 29 14.70 0 0.00 0.00 0 0.0030 12.00 14.212 30 14.21 0 0.00 0.00 0 0.0031 12.40 13.720 31 13.72 0 0.00 0.00 0 0.0032 12.80 13.228 32 13.23 0 0.00 0.00 0 0.0033 13.20 12.737 33 12.74 0 0.00 0.00 0 0.0034 13.60 12.245 34 12.25 0 0.00 0.00 0 0.0035 14.00 11.753 35 11.75 0 0.00 0.00 0 0.0036 14.40 11.262 36 11.26 0 0.00 0.00 0 0.0037 14.80 10.770 37 10.77 0 0.00 0.00 0 0.0038 15.20 10.279 38 10.28 0 0.00 0.00 0 0.0039 15.60 9.787 39 9.79 0 0.00 0.00 0 0.0040 16.00 9.295 40 9.30 0 0.00 0.00 0 0.0041 16.40 8.804 41 8.80 0 0.00 0.00 0 0.0042 16.80 8.312 42 8.31 0 0.00 0.00 0 0.0043 17.20 7.820 43 7.82 0 0.00 0.00 0 0.0044 17.60 7.329 44 7.33 0 0.00 0.00 0 0.0045 18.00 6.837 45 6.84 0 0.00 0.00 0 0.0046 18.40 6.345 46 6.35 0 0.00 0.00 0 0.0047 18.80 5.854 47 5.85 0 0.00 0.00 0 0.0048 19.20 5.362 48 5.36 0 0.00 0.00 0 0.0049 19.60 4.870 49 4.87 0 0.00 0.00 0 0.0050 20.00 4.378719 50 4.38 0 0.00 0.00 0 0.00

0.00 0.00 22.97

IF(ECCY>(B/1000)/6,IF(XX>(B/1000/2-ECCY)*3,0,(((B/1000/2-ECCY)*3-XX)/((B/1000/2-ECCY)*3))*BP),((VL/(B/1000)*(1-(6*ECCY)/(B/1000))))+(B/1000-XX)/(B/1000)*(BP-(VL/(B/1000)*(1-(6*ECCY)/(B/1000)))))

IF(ABS(ECCY)>(B/1000)/6,IF((B-XX)>(B/1000/2-ABS(ECCY))*3,0,(((B/1000/2-ABS(ECCY))*3-(B-XX))/((B/1000/2-ABS(ECCY))*3))*BP),((VL/(B/1000)*(1-(6*ABS(ECCY))/(B/1000)))) +(B/1000-(B-XX))/(B/1000)*(BP-(VL/(B/1000)*(1-(6*ABS(ECCY))/(B/1000)))))

IF(ABS(ECCY)>(B/1000)/6,IF(XX>(B/1000/2-ABS(ECCY))*3,0,(((B/1000/2-ABS(ECCY))*3-XX)/((B/1000/2-ABS(ECCY))*3))*BP), ((VL/(B/1000)* (1-6*ABS(ECCY))/(B/1000))))+(B/1000-XX)/(B/1000)*(BP-(VL/(B/1000)*(1-(6*ABS(ECCY))/(B/1000)))))

0.00

2.80

5.60

8.40

11.20

14.00

16.80

19.60

0

50

BEARING PRESSURE DIAGRAM

M

KN

/M^

2

Project Spreadsheets to BS 8110 etc Location Grid line 2 DATA FOR DIAGRAMS II

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 etc. sheet 2 of 2 Made by rc Job No R68Originated from 'RCC61 Basement Wall.xls' v2.1 © 1999-20002 BCA for RCC Date

MOMENTS SHEARSMTE2= 196.84 SE2=IF(YY>=(L-'ANALYSIS & STABILITY'!M28),Ka*(q-QS)*(YY-(L-'ANALYSIS & STABILITY'!M28))^(2)/2

YY= 3.875 MTE1= -264.29 -271.11 25.026MTLG= 0.00 0.00MTLQ= 0.00 0.00MTSG= -0.23 7.5078MTSQ= -0.56 18.77MTW= -101.20 590.24

UTM= -237.32-237.32

0 0.00 -155.07 0.00 -155.0661 0.07 -142 0.07 -141.991 13.075 0.00 0.002 0.14 -129.3 0.14 -129.305 12.686 0.00 0.003 0.21 -117 0.21 -117.015 12.290 0.00 0.004 0.28 -105.13 0.28 -105.129 11.886 0.00 0.005 0.35 -93.655 0.35 -93.655 11.474 0.00 0.006 0.41 -82.601 0.41 -82.601 11.054 0.00 0.007 0.48 -71.973 0.48 -71.973 10.627 0.00 0.008 0.55 -61.781 0.55 -61.781 10.192 0.00 0.009 0.62 -52.031 0.62 -52.031 9.750 0.00 0.00

10 0.69 -42.731 0.69 -42.731 9.300 0.00 0.0011 0.76 -33.889 0.76 -33.889 8.842 0.00 0.0012 0.83 -25.512 0.83 -25.512 8.377 0.00 0.0013 0.90 -17.609 0.90 -17.609 7.903 0.00 0.0014 0.97 -10.186 0.97 -10.186 7.423 0.00 0.0015 1.04 -3.2519 1.04 -3.252 6.934 0.00 0.0016 1.10 3.1861 1.10 3.186 6.438 0.00 0.0017 1.17 9.1204 1.17 9.120 5.934 0.00 0.0018 1.24 14.543 1.24 14.543 5.423 0.00 0.0019 1.31 19.447 1.31 19.447 4.904 0.00 0.0020 1.38 23.824 1.38 23.824 4.377 0.00 0.0021 1.45 27.666 1.45 27.666 3.842 0.00 0.0022 1.52 30.967 1.52 30.967 3.300 0.00 0.0023 1.59 33.717 1.59 33.717 2.751 0.00 0.0024 1.66 35.91 1.66 35.910 2.193 0.00 0.0025 1.73 37.538 1.73 37.538 1.628 0.00 0.0026 1.79 38.594 1.79 38.594 1.055 0.00 0.0027 1.86 39.068 1.86 39.068 0.475 39.07 1.8628 1.93 38.955 1.93 38.955 -0.113 0.00 0.0029 2.00 38.246 2.00 38.246 -0.709 0.00 0.0030 2.07 36.934 2.07 36.934 -1.312 0.00 0.0031 2.14 35.01 2.14 35.010 -1.924 0.00 0.0032 2.21 32.468 2.21 32.468 -2.542 0.00 0.0033 2.28 29.299 2.28 29.299 -3.169 0.00 0.0034 2.35 25.496 2.35 25.496 -3.803 0.00 0.0035 2.42 21.051 2.42 21.051 -4.445 0.00 0.0036 2.48 15.957 2.48 15.957 -5.094 0.00 0.0037 2.55 10.206 2.55 10.206 -5.751 0.00 0.0038 2.62 3.7904 2.62 3.790 -6.416 0.00 0.0039 2.69 -3.2979 2.69 -3.298 -7.088 0.00 0.0040 2.76 -11.066 2.76 -11.066 -7.768 0.00 0.0041 2.83 -19.522 2.83 -19.522 -8.456 0.00 0.0042 2.90 -28.674 2.90 -28.674 -9.151 0.00 0.0043 2.97 -38.528 2.97 -38.528 -9.855 0.00 0.0044 3.04 -49.094 3.04 -49.094 -10.565 0.00 0.0045 3.11 -60.377 3.11 -60.377 -11.284 0.00 0.0046 3.17 -72.387 3.17 -72.387 -12.010 0.00 0.0047 3.24 -85.13 3.24 -85.130 -12.743 0.00 0.0048 3.31 -98.615 3.31 -98.615 -13.485 0.00 0.0049 3.38 -112.85 3.38 -112.849 -14.234 0.00 0.0050 3.45 -127.84 3.45 -127.840 -14.991

39.07 1.86

Geometry

0 00 500

1E-05 5001E-05 385020000 385020000 3550

500 3550500 3850500 500

20000 50020000 0

0 0 3850 20000

0.00

0.14

0.28

0.41

0.55

0.69

0.83

0.97

1.10

1.24

1.38

1.52

1.66

1.79

1.93

2.07

2.21

2.35

2.48

2.62

2.76

2.90

3.04

3.17

3.31

3.45

-200 -150 -100 -50 0 50 100

MOMENT DIAGRAM

ULT. MT (KNM)

WA

LL (

M)

0.00

0.21

0.41

0.62

0.83

1.04

1.24

1.45

1.66

1.86

2.07

2.28

2.48

2.69

2.90

3.11

3.31

-200 -150 -100 -50 0 50 100

MOMENT DIAGRAM

ULT. MT (KNM)

WA

LL (

M)

Made by rc Job No R6817-Apr-23

0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00

0.00

IF(ECCY>(B/1000)/6,IF(XX>(B/1000/2-ECCY)*3,0,(((B/1000/2-ECCY)*3-XX)/((B/1000/2-ECCY)*3))*BP),((VL/(B/1000)*(1-(6*ECCY)/(B/1000))))+(B/1000-XX)/(B/1000)*(BP-(VL/

IF(ABS(ECCY)>(B/1000)/6,IF((B-XX)>(B/1000/2-ABS(ECCY))*3,0,(((B/1000/2-ABS(ECCY))*3-(B-XX))/((B/1000/2-ABS(ECCY))*3))*BP),((VL/(B/1000)*(1-

IF(ABS(ECCY)>(B/1000)/6,IF(XX>(B/1000/2-ABS(ECCY))*3,0,(((B/1000/2-ABS(ECCY))*3-XX)/((B/1000/2-ABS(ECCY))*3))*BP), ((VL/(B/1000)*

Made by rc Job No R6817-Apr-23

Project Spreadsheets to BS 8110 etc Location Grid line 2 CRACK WIDTH CALCULATIONS

Basement wall design to BS8110:1997, BS8002:1994. BS 8004:1986 etc. Made by rc Job No R68Originated from 'RCC61 Basement Wall.xls' v2.1 © 1999-20002 BCA for RCC Date 17-Apr-23

WALLMR= 15.06 MS= 342 Asreq = 775 fs = 56.7573Asprov%= 0.9308

As/bd= 0.009 MSS= 766 Assreq = 235 fs = 53.7732Asprov%= 0.2966X= 183.38 MSBB= 463 ASBBreq= 0 fs = 5.9E-15Asprov%= 0.6856Ic= 6538738614 MSBT= 463 ASBTreq= 773 fs = 77.2494Asprov%= 0.6856

STS= 0.000280ST1= 0.000333ST2= 0.0002244Acr= 52.5

W= 0.02

0.0001

MR= 15.06 MR= 15.06AsBB/bd= 0.0069 AsBB/bd= 0.0069

X= 162.31 X= 162.31Ic= 5182216762 Ic= 5182216762

STS= 0.0000 STS= 0.0004ST1= 0.0000 ST1= 0.0004ST2= 0.00032583 ST2= 0.00032583Acr= 83.188296 Acr= 83.188296

W= -0.06 W= 0.02

-0.0003 0.0001

em=

em= em=

Disclaimer

Status of spreadsheetPublic release version.

Date Version Action22-Jan-03 RCC61 v2.1 DETR logo replaced by DTI.

11-Oct-02 RCC61 v2.0 Version 2 enhancements

29-May-02 RCC61 v1.4 Data! Main diagram made into jpg

15-Apr-01 RCC61 v1.3 Design section reinforcment summary amended.

20-Jun-00 RCC61 v1.2 Eccy Mt 7 & P-Delta Mt revised (DESIGN!D29:D30)

24-Mar-00 RCC61 v1.1

6-Aug-99 RCC61 v1.0

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.

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 RCC61 Basement Wall.xls

Crack width w for top of inner base amended.Notes re crack widths and cracking added.

First public release. Includes b version comments

563

591

399

399

399

398

398

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

This spreadsheet should be used in compliance with the accompanying publication available from British Cement

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

Size (kB)