SINGLEOPERATING INSTRUCTIONS3.300330033000ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.01800180000ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.T10501050225022501050LocationLevel -1 Base B1Single column baseRMW26-Nov-99113THIS PAGE for SINGLE COLUMNS ONLY.@77510251025775775PAD FOUNDATION DESIGN to BS 8110:1997CheckedRevisionJob NoUSE NEXT PAGE for DOUBLE COLUMNS.0330016501650Originated from RCC81.xls on CD 1999 BCA for RCCchg-R68SIZING TIPS90090001800Enter Column Loads, Size & Location first.MATERIALSfcu35N/mmh agg20mmgc1.5concreteEnter L or B & see Base Size suggestions.fy460N/mmcover50mmgs1.05steel.00Densities - Concrete23.6kN/mSoil18kN/mBearing pressure200kN/m (net allowable increase)BASE SIZE SUGGESTIONS (L x B)2445 SQ or 3300 x 1680 or 3070 x 1800DIMENSIONS mmBASECOLUMNDifference in pressure between gross & net self weightL =3300h =12008.1kN/mB =1800b =250depth H =450ex =0ey =0POSITIVE VERTICAL LOAD IS DOWNWARDSHx & Hy are COLUMN SHEARS at TOP of BASE.COLUMN REACTIONS kN, kNm characteristicPlot (to scale)KeyHx +ve l to r, Hy +ve b to top. M's +ve as drawnDEADIMPOSEDWINDOVERBURDEN DEPTH assumed to be H.00Axial (kN)1001.0128.0.Mx (kNm)-20.000.00My (kNm)00.Hx (kN)000.Hy (kN)00000STATUSVALID DESIGNIF BENDING STRESS IS VERY LOW COMPARED TOBEARING PRESSURES kN/m characteristicSHEAR, INCREASING DEPTH MAY BE ECONOMICCORNER1234no wind198.7186.5198.7186.5.with wind198.7186.5198.7186.5Efficiency.00REINFORCEMENT..Mxx =275.0kNmMyy =268.0kNm.b =1800mmb =3300mm.00d =392mmd =378mmAs =1686mmAs =1703mmPROVIDE9 T16 @ 225 B1PROVIDE18 T12 @ 200 B2As prov =1810mmAs prov =2036mm..BEAM SHEAR..Vxx =329.4kN at d from col faceVyy =361.4kN at d from col facev =0.467N/mmv =0.290N/mmor Vxx =135.2kN at 2d from col faceor Vyy =31.2kN at 2d from col facev =0.192N/mmv =0.025N/mmvc =0.451N/mmvc =0.392N/mm00PUNCHING SHEAR.0.d ave =385mmu crit =3600mmAs prov =0.210%v max =1.441N/mm at col facev =0.350N/mmvc =0.424N/mm000

SINGLE0.82540956820.3696620480.5170009430.93152768920.83674227110.9935458219

Det1

DOUBLEProjectSpreadsheets to BS 8110LocationLevel -1 Base B1Made by RMW Job No R68PAD FOUNDATION DESIGN to BS 8110:1997 Single column baseDate8-Jan-99Originated from RCC81.xls on CD 1999 BCA for RCCsheet 1 of 3CALCULATIONS - SINGLE BASEGross base wt63.08L=3.3B=1.8CHARACTERISTIC PRESSURESG + QG + Q + WG + WPkN1192.081192.08OK1064.08TextAsx increasedF/S OVERTURNING L/61.34701.34701.3487Rebar aresAreaDiak 2-40.96950.96950.965850.38k 1-31.03051.03051.034278.5106ey/B0.00000.00000.0000113.112if ey>B/61.33331.33331.3333201.116k 1-21.00001.00001.0000314.220k 3-41.00001.00001.0000490.925P/AkN/m200.69200.69179.14804.232corner 1kN/m206.81206.81185.26Gross1256.640corner 2kN/m194.57194.57173.02Grosscorner 3kN/m206.81206.81185.26Grosscorner 4kN/m194.57194.57173.02GrossULTIMATE PRESSURES1.4G+1.6Q1.2(G+Q+W)1.0G+1.4WNkN1694.521430.50OK1089.32MxkNm-28.00-24.00-20.00MykNm0.000.000.00exm-0.017-0.017-0.018FS o'turn89.8685634eym0.0000.0000.000FS o'turn10006ex/L-0.0300-0.0305-0.0334if ex>L/61.34681.34701.3483k 2-40.97000.96950.9666k 1-31.03001.03051.03346ey/B0.00000.00000.0000if ey>B/61.33331.33331.3333k 1-21.00001.00001.0000k 3-41.00001.00001.0000N/LkN/m513.49433.48330.10edge 2-4kN/m498.06420.26319.08edge 1-3kN/m528.92446.71341.12N/BkN/m941.40794.72605.18edge 1-2kN/m941.40794.72605.18edge 3-4kN/m941.40794.72605.183(L/2-ex)m4.9004.9004.8953(B/2-ey)m2.7002.7002.700XX MOMENTS1.4G+1.6Q1.2(G+Q+W)1.0G+1.4WLEFTRIGHTLEFTRIGHTLEFTRIGHTfrom rightm2.2501.0503.11.2.2from leftm1.0502.2503.11.2.2to zero pressm3.8503.8503.8503.8503.8453.845local presskN/m519.10507.88438.29428.68334.10326.09M1kNm289.8276.4244.7233.2186.8177.2M2kNm1282.71255.01082.61058.8823.2803.5choose MkNm275.0261.6232.1220.6176.2166.6Design MxxkNm275.0XX SHEARS@ d from col facefrom rightm2.6400.6603.4.5.10from leftm0.6602.6403.4.5.8to zero pressm2.2604.2402.2604.2402.2554.235local presskN/m522.75504.23441.42425.55336.71323.48V1kN347.0330.8293.1279.1223.7212.0V2kN1108.31069.1935.7902.1713.0685.0choose VkN329.4313.1277.9264.0211.1199.4Design VxxkN329.4@ 2d from col facefrom rightm3.0300.2703.4.5.10from leftm0.2703.0303.4.5.8to zero pressm1.8704.6301.8704.6301.8654.625local presskN/m526.39500.59444.54422.43339.31320.88V1kN142.5134.8120.3113.891.986.4V2kN1218.71159.01029.0977.8784.6742.0choose VkN135.2127.6114.1107.686.781.2Design VxxkN135.2ProjectSpreadsheets to BS 8110LocationLevel -1 Base B1Made by RMW Job No R68PAD FOUNDATION DESIGN to BS 8110:1997 Single column baseDate8-Jan-99Originated from RCC81.xls on CD 1999 BCA for RCCsheet 2 of 3YY MOMENTSfrom topm1.0250.7753.11.2.2from btmm0.7751.0253.11.2.2to zero pressm1.9251.9251.9251.9251.9251.925local presskN/m941.40941.40794.72794.72605.18605.18M1kNm282.7282.7238.7238.7181.7181.7M2kNm581.4581.4490.8490.8373.8373.8choose MkNm268.0268.0226.0226.0171.2171.2Design MyykNm268.0YY SHEARS@ d from col facefrom topm1.3950.4053.4.5.10from btmm0.4051.3953.4.5.8to zero pressm2.2952.2952.2952.2952.2952.295local presskN/m941.40941.40794.72794.72605.18605.18V1kN381.3381.3321.9321.9245.1245.1V2kN1080.31080.3911.9911.9694.4694.4choose VkN361.4361.4304.8304.8230.9230.9Design VyykN361.4@ 2d from col facefrom topm1.7650.0353.4.5.10from btmm0.0351.7653.4.5.8to zero pressm2.6652.6652.6652.6652.6652.665local presskN/m941.40941.40794.72794.72605.18605.18V1kN32.932.927.827.821.221.2V2kN1254.41254.41059.01059.0806.4806.4choose VkN31.231.226.326.320.020.0Design VyykN31.2REINFORCEMENTmin As0.13%X-XY-Ybmm1800choose dia3300choose diadiamm16201220dmm392390378370K'0.15580.1558K0.02840.02870.01620.0169zmm372.4370.5359.1351.5PunchingAsmm1686169417031740ave r0.000540.94128As shearmm10734851046472As X4850.52734requiredmm1686169419311931As Y4721.46862No96.171810.69ave r0.001180.93647ave centresmm225325200325As X10730.51618As provmm18102036As Y10461.45266=%0.2560.163Lcmm9001650Lc maxmm1070> 9001751> 1,650b centralmm14262334Final centresmm225200BEAM SHEARv @ dN/mm0.46680.46920.28970.2960v @ 2dN/mm0.19170.19270.02500.0256vcN/mm0.4515OK0.3919OKAs enhanced%0.00%0.00%0.00%0.00%PUNCHING SHEARd avemm3851.5 x d ave577.5380LRBT570to edgesmm165016509009002355to 1.5d permm1177.51177.5702.5702.51800standard perimeter?Y,N00000117011702340Umm00006956951390within base?Y,N11111360011111perimeter fallswithin base and on 2 sidesU critmm36007460Aream4.2393.253As prov%0.210vcN/mm0.42421.4G+1.6Q1.2(G+Q+W)1.0G+1.4WNkN1694.51430.51089.3v maxN/mm1.441OK1.217OK0.926OK211ave presskN/m285.27240.82183.39VkN485.2409.6311.9766.6647.2492.8vN/mm0.3501OK0.2956OK0.2251OK0.27040.22830.1739ProjectSpreadsheets to BS 8110LocationLevel -1 Base B1Made by RMW Job No R68PAD FOUNDATION DESIGN to BS 8110:1997 Single column baseDate8-Jan-99Originated from RCC81.xls on CD 1999 BCA for RCCsheet 3 of 3SIZING TIPSNet press =197.5G + QG + Q + WG + WNkN1129.01129.01001.0MxkNm-20.0-20.0-20.0MykNm0.00.00.0exm-18-18-20eym000min Am5.724.574.06min Lmm1200min Bmm250sq base iteration 02.3912.3912.251000-120-120-120sq base iteration 14.7824.7824.503161971619713522160771607713402sq base iteration 22.4382.4382.303110110106-10-10-14sq base iteration 32.4422.4422.308118118118-2-2-2SQUARE SIZEL & Bmm2442244223092445 SQif L =3300331331292Bmm167713411184or 3300 x 1680if B =1800627627556Lmm306624302126or 3070 x 1800

Print Sheet

Det2OPERATING INSTRUCTIONS00300030000ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE & MAGENTA CELLS ONLY.03000300000ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.T12001200150015001200LocationBase B3/B4Combined baseRMW26-Nov-99114THIS PAGE for TWO COLUMNS ONLY.@85011501150850850PAD FOUNDATION DESIGN to BS 8110:1997CheckedRevisionJob NoUSE FIRST PAGE for SINGLE COLUMNS.15001500180018001500Originated from RCC81.xls on CD 1999 BCA for RCCchg-R68SIZING TIPS18502150215018501850Enter Col loads, sizes & locations first.0300015001500MATERIALSfcu35N/mmh agg20mmgc1.5steelEnter L or B & see Base Size suggestions.1500150003000fy460N/mmcover50mmgs1.05concrete.00Densities - Concrete23.6kN/mSoil18kN/mKEYBearing pressure125kN/m (net allowable)35201.5460501.05COLUMN REACTIONS kN, kNm characteristic23.618200Column 1 (rhs)DEADIMPOSEDWINDColumn 2 (lhs)DEADIMPOSEDWINDDifference in pressure between gross & net self weightAxial225.0225.0112.5Axial225.0225.0112.513.5kN/mMx00Mx000My00My0050.0Hx00Hx00Hy00Hy0025.0DIMENSIONS mmBASECOLUMN 1 (rhs)COLUMN 2 (lhs)L =3000h1 =300h2 =300POSITIVE VERTICAL LOAD IS DOWNWARDSB =3000b1 =300b2 =300Hx & Hy are COLUMN SHEARS at TOP of BASE.0depth H =750Hx +ve l to r, Hy +ve b to top. M's +ve as drawn0Sex =300ex1 =150ex2 =150.0150Sey =1000ey1 =500ey2 =500.000500.STATUSVALID DESIGN.0PLOT (to scale).BEARING PRESSURES kN/m characteristicBASE SIZE SUGGESTIONS (L x B)00CORNER12345735 x 1300 or 3000 x 2810 or 2790 x 3000no wind104.2104.2104.2104.2IDEAL ECCENTRICITIESwith wind144.5144.5113.9113.9ex1 = 150 ex2 = 150 (Sum = 300)00ey1 = 500 ey2 = 500 (Sum = 1000)REINFORCEMENT.00Btm Mxx -405.0kNmMyy -251.7.b =3000mmb =3000.00d =692mmd =676.As =1406mmAs =895.PROVIDE 15 T16 @ 225 B1& 15 T16 @ 225 B2Efficiency'.As prov =3016mmAs prov =3016.00Top Mxx +0.0kNmMyy +0.0d =692mmd =676As =0mmAs =0PROVIDE 15 T16 @ 225 T1& 15 T16 @ 225 T2As prov =3016mmAs prov =3016..IF BENDING STRESS IS VERY LOW COMPARED TOBEAM SHEAR..Mx DiagramSHEAR, INCREASING DEPTH MAY BE ECONOMICVxx =228.6kN at dVyy =87.3v =0.110N/mmv =0.043or Vxx =0.0kN at 2dor Vyy =0.000v =0.000N/mmv =0.000vc =0.372N/mmvc =0.375PUNCHING SHEAR..d ave =684mmu crit =6000mmAs prov =0.147%vmax =0.804N/mm at col faceMy Diagramv =0.183N/mmvc =0.373N/mm000

Det2000-3.24-4050-12.960-29.1600-51.84-4050-810-116.6400-158.76-4050-207.360-262.4400-324-4050-364.50-4050-4050-4050-4050-4050-4050-4050-4050-4050-4050-4050-3240-262.440-207.360-158.760-116.640-810-51.840-29.160-12.960-3.24000

MomentColumnsZero axis

Gra000-1.625625-196.31250-6.50250-14.63062500-26.01-196.31250-40.6406250-58.522500-79.655625-196.31250-104.040-131.67562500-162.5625-196.31250-179.43750-196.31250-186.390-178.67250-173.160-169.85250-168.750-169.85250-173.160-178.67250-186.390-196.31250-162.56250-131.6756250-104.040-79.6556250-58.52250-40.6406250-26.010-14.6306250-6.50250-1.625625000

Legends

NotesProjectSpreadsheets to BS 8110LocationBase B3/B4Made by RMW Job No R68PAD FOUNDATION DESIGN to BS 8110:1997 Combined baseDate26-Nov-99Originated from RCC81.xls on CD 1999 BCA for RCCsheet 1 of 5CALCULATIONS - DOUBLE BASEGross base wt159.30L=3.00B=3.00CHARACTERISTIC PRESSURESG + QG + Q + WG + WN1kN450.0562.5337.5Dimsclear x0N2kN450.0562.5337.5clear y700Total NkN1059.31284.3OK834.3Mx1kNm67.584.450.6Rebar areasAreaDiaMx2kNm-67.5-84.4-50.650.38Total MxkNm0.00.00.078.510exm0.0000.0000.000FS o'turn100113.112My1kNm225.0281.3168.8201.116My2kNm-225.0-212.5-100.0314.220Total MykNm0.068.868.8490.925eym0.0000.0540.082FS o'turn18.20290909090804.2326ex/L0.00000.00000.00001256.640if ex>L/61.33331.33331.3333k 2-41.00001.00001.0000Suggested values for 'e'k 1-31.00001.00001.0000N =900.06ey/B0.00000.10710.1648Mx =0My =0if ey>B/61.33331.38271.4108ex' =0ey' =0k 1-21.00001.10711.1648Sex =300Sey =1000k 3-41.00000.89290.8352ex1ex2ey1ey2N/AkN/m117.70142.7092.70150150500500corner 1kN/m117.70157.98107.98Grosscorner 2kN/m117.70157.98107.98Grosscorner 3kN/m117.70127.4277.42GrossTextAsx increasedcorner 4kN/m117.70127.4277.42GrossAsy increasedULTIMATE PRESSURES1.4G+1.6Q1.2(G+Q+W)1.0G+1.4WN1kN675.0675.0382.5N2kN675.0675.0382.5Total NkN1573.01541.2OK924.3Mx1kNm0.00.00.0Mx2kNm0.00.00.0SMxkNm0.00.00.0My1kNm0.00.00.0My2kNm0.082.596.3SMykNm0.082.596.3exm0.0000.0000.000FS o'turn100eym0.0000.0540.104FS o'turn14.404675324706ex/L0.00000.00000.0000if ex>L/61.33331.33331.3333k 2-41.00001.00001.0000k 1-31.00001.00001.00006ey/B0.00000.10710.2083if ey>B/61.33331.38271.4328k 1-21.00001.10711.2083k 3-41.00000.89290.7917N/LkN/m524.34513.72308.10edge 2-4kN/m524.34513.72308.10edge 1-3kN/m524.34513.72308.10N/BkN/m524.34513.72308.10edge 1-2kN/m524.34568.72372.27edge 3-4kN/m524.34458.72243.933(L/2-ex)m4.5004.5004.5003(B/2-ey)m4.5004.3394.188XX MOMENTS1.4G+1.6Q1.2(G+Q+W)1.0G+1.4WColumn 1LEFTRIGHTLEFTRIGHTLEFTRIGHTfrom rightm1.5001.2003.11.2.2from leftm1.5001.8003.11.2.2to zero pressm3.0003.3003.0003.3003.0003.300local presskN/m524.34524.34513.72513.72308.10308.10M1kNm589.9377.5577.9369.9346.6221.8M2kNm0.0-471.90.0-462.30.0-277.3addkNm-101.3-101.3-57.4choose MkNm405.0324.0405.0324.0229.5183.6Column 2from rightm1.8001.5003.11.2.2from leftm1.2001.5003.11.2.2to zero pressm3.3003.0003.3003.0003.3003.000local presskN/m524.34524.34513.72513.72308.10308.10M1kNm377.5589.9369.9577.9221.8346.6M2kNm-471.90.0-462.30.0-277.30.0addkNm-101.3-101.3-57.4choose MkNm324.0405.0324.0405.0183.6229.5Design Mxx+kNm405.0BETWEENclear spanm0.000End VkN0.00.00.00.00.00.0local presskN/m524.34524.34513.72513.72308.10308.10quad a0.0000.0000.000ProjectSpreadsheets to BS 8110if ex 1,0001746> 1,3503.11.3.2b centralmm30002628Final centresmm225225BEAM SHEARv @ dN/mm0.11010.11040.04310.0432v @ 2dN/mm0.00000.00000.00000.0000vcN/mm0.3717OK0.3746OKAs enhanced%0%0.00%0%0.00%0.2558216344PUNCHING SHEAR0d avemm6841.5 x d ave1026As prov%0.147vcN/mm0.3731COLUMN 1LRBTto edgesmm16501350200010002352to 1.5d permm11761176117610003000standard perimeter?Y,N00000Umm0000within base?Y,N111016000perimeter fallswithin baseU critmm6000Aream7.0561.4G+1.6Q1.2(G+Q+W)1.0G+1.4WNkN675.0675.0382.5v maxN/mm0.803OK0.803OK0.454OKave presskN/m174.78174.30106.26VkN-558.2-554.8-367.3vN/mm-0.1360OK-0.1352OK-0.0895OK-0.002COLUMN 2LRBTto edgesmm13501650100020002352to 1.5d permm11761176100011763000standard perimeter?Y,N00000Umm0000within base?Y,N110116000perimeter fallswithin baseU critmm6000Aream7.0561.4G+1.6Q1.2(G+Q+W)1.0G+1.4WNkN675.0675.0382.5v maxN/mm0.803OK0.804OK0.455OKave presskN/m174.78168.1899.14VkN-558.2-511.7-317.0vN/mm-0.1360OK-0.1247OK-0.0772OK-0.001COMBINEDLRBTto edgesmm13501350100010002352to 1.5d permm11761176100010002000standard perimeter?Y,N00000Umm0000within base?Y,N110016000perimeter fallswithin baseU critmm6000Aream4.7041.4G+1.6Q1.2(G+Q+W)1.0G+1.4WNkN1573.01541.2924.3ave presskN/m174.78171.24102.70VkN750.9735.6441.2vN/mm0.1830OK0.1793OK0.1075OK0.017SIZING TIPSNet press =120.8G + QG + Q + WG + WNkN900.01125.0675.0MxkNm0.00.00.0Spreadsheets to BS 8110MykNm0.068.868.8Base B3/B4exm000PAD FOUNDATION DESIGN to BS 8110:1997 Combined baseeym061102Originated from RCC81.xls on CD 1999 BCA for RCCmin Am7.457.454.47sheet 5 of 5+M237min Lmm600Made by RMW Job No R68150018751125Date26-Nov-9912417127748018min Bmm13006921109763573173475055MINIMUM SIZELmm573173475055Bmm1300130013005735 x 1300if L =3000300375225Bmm2483280819563000 x 2810if B =3000300421271Lmm2483278717942790 x 3000

Print Sheetpunchingv yyShear v xx(As/Asprov) fsyBending fsxGrnd Brg Pressure0.49032927310.0574706950.14813619410.71805925710.63326540290.9246577778&L&F&C&T &D&R&P

ProjectSpreadsheets to BS 8110ProjectSpreadsheets to BS 8110LocationBase B3/B4 AND Level -1 Base B1Made by RMW Job No R68LocationBase B3/B4 AND Level -1 Base B1Made by RMW Job No R68PAD FOUNDATION DESIGN to BS 8110:1997Date26-Nov-99PAD FOUNDATION DESIGN to BS 8110:1997Date26-Nov-99Originated from RCC81.xls on CD 1999 BCA for RCCsheet 1 of 2Originated from RCC81.xls on CD 1999 BCA for RCCsheet 2 of 2For GraphsFor GraphsSINGLE PAD USAGEDOUBLE PAD USAGEpunching82.5%punching49.0%v yy37.0%v yy5.7%Shear v xx51.7%Shear v xx14.8%(As/Asprov) fsy93.2%(As/Asprov) fsy71.8%Bending fsx83.7%Bending fsx63.3%Grnd Brg Pressure99.4%Grnd Brg Pressure92.5%2Lc/l2R1L1RMx DIAGRAM74.3diff0.0length3.0001.4diffcol M1.2001.3501.5001.5001.8001.7diffcol MLeft2Lc/l2R0.0000.0-324.0-364.5-405.0-405.0-324.01L1R0.1200.0Rightdistance0.0000.1200.2400.3600.4800.6000.7200.8400.9601.0801.2001.3501.5001.5001.5001.5001.5001.5001.5001.5001.5001.5001.5001.8001.9202.0402.1602.2802.4002.5202.6402.7602.8803.000pressure524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3press M0.03.213.029.251.881.0116.6158.8207.4262.4506.3506.3506.3506.3506.3506.3506.3506.3506.3829.4936.41049.81169.61296.01428.81568.21714.01866.20.0Col M0.00.00.00.00.00.00.00.00.00.0101.3101.3101.3101.3101.3101.3101.3101.3101.3567.0729.0891.01053.01215.01377.01539.01701.01863.00.0M0.0-3.2-13.0-29.2-51.8-81.0-116.6-158.8-207.4-262.4-324.0-364.5-405.0-405.0-405.0-405.0-405.0-405.0-405.0-405.0-405.0-405.0-405.0-324.0-262.4-207.4-158.8-116.6-81.0-51.8-29.2-13.0-3.20.0Base0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.21.21.51.51.51.51.81.80.0-405.00.0-405.00.0-405.00.0-405.02Lc/l2R1L1RMy DIAGRAM74.3diff0.0length3.0001.0diffcol M0.8501.0001.1501.8502.1502.0diffcol MLeft2Lc/l2R0.0700.0-162.6-179.4-196.3-196.3-162.61L1R0.0850.0Rightdistance0.0000.0850.1700.2550.3400.4250.5100.5950.6800.7650.8501.0001.1501.2201.2901.3601.4301.5001.5701.6401.7101.7801.8502.1502.2352.3202.4052.4902.5752.6602.7452.8302.9153.000pressure524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3524.3press M0.01.66.514.626.040.658.579.7104.0131.7334.9374.4416.2460.1506.3554.6605.2657.9712.91123.91211.01301.41395.01491.91592.01695.41802.01911.90.0Col M0.00.00.00.00.00.00.00.00.00.0148.5195.8243.0290.3337.5384.8432.0479.3526.5992.31107.01221.81336.51451.31566.01680.81795.51910.30.0M0.0-1.6-6.5-14.6-26.0-40.6-58.5-79.7-104.0-131.7-162.6-179.4-196.3-186.4-178.7-173.2-169.9-168.8-169.9-173.2-178.7-186.4-196.3-162.6-131.7-104.0-79.7-58.5-40.6-26.0-14.6-6.5-1.60.00.90.91.21.21.91.92.22.20.0-196.30.0-196.30.0-196.30.0-196.3

&L&F&C&T &D&R&P

LEGENDS for PrintingRCC81 Foundation Pads.xlsSingleDouble

DisclaimerAll 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 spreadsheetPublic release version.Revision history RCC81 Foundation PadsDateVersionActionSize (kB)36378.0RCC81 v1.0First public release. Includes b version comments43836381.0RCC81 v1.0aCorrection to recommended e's in DOUBLE (RW)438

MBD0011B359.unknown

MBD0000633A.unknown

MBD000CC7E9.unknown