RCC13 Punching Shear

INTERNAL2.6OPERATING INSTRUCTIONSUSE CODE Veff/Vt FACTORST10 @At col. face, v max =2.6884ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.INPUT ACTUAL VeffPerimeterAt hole face, vmax =2.6884ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.USE CODE Veff/Vt FACTORSfrom col faceLocationECBP Typical Floor Column B3INTERNALrmw39508.031To output, press PRINT button on toolbar.PUNCHING SHEAR to BS8110:1997COLUMNCheckedRevisionJob NoOriginated from RCC13.xlsv2.6 on CD 1999-2003 BCA for RCCchg-R68CHARTC =ND =NMATERIALSfcuN/mm240STATUSLegendColumn008008000fyvN/mm2460VALID DESIGNShear Enhancement040040000link mm10MAX aPerimeter 100000Edge D10000000000DIMENSIONSAmm800Emm0Edge C100000Perimeter 200000Bmm400Fmm0Choose10000000000Gmm0Hmm00Perimeter 30000000000LOADINGVtkN1381003397.1to BS 8110 Max Veff = 1588.2 kNPerimeter 400000ult UDLkN/m220.0000000Perimeter 500000SLABhmm280dxmm250Asxmm2/m711000000dymm240Asymm2/m7110Perimeter 600000ave dmm245ave As%2.90300000Perimeter 700000RESULTSVeff =1588.2kNvc =1.1920N/mm2(Table 3.8)00000At col. face, v max =2.688N/mm2At 1.5d perimeter, v =1.1833N/mm2Perimeter 800000At 0d perimeter, v =0.9125N/mm200000PROVIDE LINKS0Links not requiredPerimeter 9000000400400000000200200000Edge C400400400000200200400000Edge D400400000200200000CHECKSHole4004004004004004004004004000000020020020020020020020020020000000000Plan000000

INTERNAL000000000200200040020020000000000020020040020020000000000040020000000000002002000000000000200200

onetwothreefourfivesixseveneightnineCDcolumnsqareitholecross

EDGEOPERATING INSTRUCTIONSINTERNALUSE CODE Veff/Vt FACTORST8 @At col. face, v max =1.9758ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.INPUT ACTUAL VeffPerimeterAt hole face, vmax =1.8039ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.USE CODE Veff/Vt FACTORSfrom col faceLocationColumn B2EDGErmw39508.032To output, press PRINT button on toolbar.PARALLEL to EDGEPUNCHING SHEAR to BS8110:1997COLUMNCheckedRevisionJob NoNORMAL to EDGEOriginated from RCC13.xls v2.6 on CD 1999-2003 BCA for RCCchg-R68NORMAL to EDGECHARTC =ND =50MATERIALSfcuN/mm240STATUSLegendColumn002002000fyvN/mm2460VALID DESIGNShear Enhancement020020000link mm8MAX aPerimeter 1-98.5-98.5298.5298.5-98.5Edge D125-98.5250250-98.5-98.5DIMENSIONSAmm200Emm-62.5Axis of bendingEdge C100000Perimeter 2-246.25-246.25446.25446.25-246.25Bmm200Fmm-275Choose125-246.25250250-246.25-246.25Dmm50Gmm150-62.5Perimeter 300000Hmm12500000LOADINGVtkN223001399to BS 8110 Max Veff = 312.2 kNPerimeter 400000ult UDLkN/m214.4000000Perimeter 500000SLABhmm250dxmm207Asxmm2/m201000000dymm187Asymm2/m1005Perimeter 600000ave dmm197ave As%0.75400000Perimeter 700000RESULTSVeff =312.2kNvc =0.8032N/mm2(Table 3.8)00000At col. face, v max =1.976N/mm2At 1.5d perimeter, v =1.0364N/mm2Perimeter 800000At 2.25d perimeter, v =0.7813N/mm200000PROVIDE LINKS(single leg).Perimeter 900000-39459498800000-246.25250496.25Perimeter 16 T8 @ 22098 from col faceLinks outside Column Strip, CHECK MAIN AsEdge C100100594Perimeter 27 T8 @ 265246 from col face100100741.75000Edge D-394594000250250000CHECKSHole37.537.5162.5162.537.537.5162.537.5162.500000-175-25-25-175-175-175-25-25-17500000000Plan000000

EDGE00000000000000000000000000000000000000000000000000000000000000000


CORNEROPERATING INSTRUCTIONSUSE CODE Veff/Vt FACTORST8 @At col. face, v max =2.5365ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.INPUT ACTUAL VeffPerimeterAt hole face, vmax =2.7451ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.USE CODE Veff/Vt FACTORSfrom col faceLocationColumns A1, D1, A5 & D5CORNERrmw39508.033To output, press PRINT button on toolbar.PUNCHING SHEAR to BS8110:1997COLUMNCheckedRevisionJob NoOriginated from RCC13.xls v2.6 on CD 1999-2003 BCA for RCCchg-R68CHARTC =0D =0MATERIALSfcuN/mm240STATUSLegendColumn004004000fyvN/mm2460VALID DESIGNShear Enhancement025025000link mm8MAX aPerimeter 100502.5502.50Edge D125-102.5250250-102.5-102.5DIMENSIONSAmm400Emm-50Edge C200Perimeter 200656.25656.250Bmm250Fmm-250Choose125-256.25250250-256.25-256.25Cmm0Gmm100-50Perimeter 3008108100Dmm0Hmm100-410250250-410-410LOADINGVtkN272.000350to BS 8110 Max Veff = 340 kNPerimeter 400963.75963.750ult UDLkN/m216.10-563.75250250-563.75-563.75Perimeter 5001117.51117.50SLABhmm250dxmm215Asxmm2/m2010-717.5250250-717.5-717.5dymm195Asymm2/m2010Perimeter 600000ave dmm205ave As%0.98300000Perimeter 700000RESULTSVeff =340.0kNvc =0.8686N/mm2(Table 3.8)00000At hole face, vmax =2.745N/mm2At 1.5d perimeter, v =1.6585N/mm2Perimeter 800000At 4.5d perimeter, v =0.7741N/mm200000PROVIDE LINKS(single leg).Perimeter 90000001271.251271.2500000-871.252501121.25Perimeter 16 T8 @ 140102 from col faceLinks outside Column Strip, CHECK MAIN AsEdge C001271.25Perimeter 28 T8 @ 125256 from col face-871.25250400Perimeter 35 T8 @ 275410 from col faceEdge D01271.25Perimeter 46 T8 @ 265564 from col face250250Perimeter 57 T8 @ 265717.5 from col faceCHECKSHole15015025025015015025015025000000-125-25-25-125-125-125-25-25-12500000000Plan000000

CORNER00000000000000000000000000000000000000000000000000000000000000000


REENTRANTOPERATING INSTRUCTIONSUSE CODE Veff/Vt FACTORST10 @At col. face, v max =2.5338ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.INPUT ACTUAL VeffPerimeterAt hole face, vmax =2.5338ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.USE CODE Veff/Vt FACTORSfrom col faceLocationAn exampleRE-ENTRANTrmw39508.034To output, press PRINT button on toolbar.PUNCHING SHEAR to BS8110:1997CORNERCheckedRevisionJob NoOriginated from RCC13.xls v2.6 on CD 1999-2003 BCA for RCCchg-R68CHARTC =0D =0MATERIALSfcuN/mm240STATUSLegendColumn003503500fyvN/mm2460VALID DESIGNShear Enhancement035035000link mm10MAX aPerimeter 1-95.5-95.50000445.5445.5-95.5Edge D100000-95.5350350445.5350445.5445.5-95.5-95.5DIMENSIONSAmm350Emm-125Edge C100000Perimeter 2-238.75-238.750000588.75588.75-238.75Bmm350Fmm-425Choose100000-238.75350350588.75350588.75588.75-238.75-238.75Cmm0Gmm250-125Perimeter 3000000000Dmm0Hmm250000000000Perimeter 4000000000LOADINGVtkN447.000591.6to BS 8110 Max Veff = 558.8 kN000000000ult UDLkN/m214.40Perimeter 5000000000000000000SLABhmm250dxmm202Asxmm2/m2580Perimeter 6000000000dymm180Asymm2/m2580000000000ave dmm191ave As%1.355Perimeter 7000000000000000000RESULTSVeff =558.8kNvc =0.9841N/mm2(Table 3.8)Perimeter 8000000000At col. face, v max =2.534N/mm2At 1.5d perimeter, v =1.1738N/mm2000000000At 2.25d perimeter, v =0.9209N/mm2Perimeter 9000000000-382588.75970.75000000000-250732982PROVIDE LINKS(single leg).Edge C00600350732732Perimeter 16 T10 @ 22095 from col faceEdge D-3820Perimeter 28 T10 @ 255239 from col face350350000Hole5050300300505030050300000-25000-250-250-25000-250000CHECKS0000000000000Plan0000001

REENTRANT-95.5-238.7500000003503500732-250-25035035000000007323503500035035000000003500445.5588.7500000000-250035035000000000-250-250445.5588.750000000445.5588.750000000-95.5-238.750000000-95.5-238.750000000


Int DetsHOLEProjectSpreadsheets to BS 8110BLBRTLTRLocationECBP Typical Floor Column B3INTERNAL COLUMNX =0000PUNCHING SHEAR to BS8110:1997Made by rmw Job No R68Y =0.00000010.00000010.00000010.0000001Originated from RCC13.xls v2.6 on CD 1999-2003 BCA for RCCDate1-Mar-08tan a =1000000000.0000tan b =1000000000.00000.00000.0000DETAILED CALCULATIONStouchoverlapVeff/Vt1.1500(enhancement factor)link leg area78.5Side BY0-400Hole deduction ?NOSide AY0-200-200CRITICAL PERIMETERSENCLOSED AREAS0.0000.0000.0000.0000.0000.000Per NoaInternaldeductFinal mPer NoInternalb/2c/2TangentD/dYR +YR -XT +XT -XB +XB -1367.553400534011.742767.5567.50.73940.00.00.00.00.00.00.02551.2568100681022.859951.3751.30.78980.00.00.00.00.00.00.0373582800828034.2451135.0935.00.82380.00.00.00.00.00.00.04918.7597500975045.9011318.81118.80.84830.00.00.00.00.00.00.051102.51122001122057.8281502.51302.50.86690.00.00.00.00.00.00.061286.2512690012690610.0251686.31486.30.88140.00.00.00.00.00.00.07147014160014160712.4921870.01670.00.89300.00.00.00.00.00.00.081653.7515630015630815.2292053.81853.80.90260.00.00.00.00.00.00.0Hole face0240002400Hole face0.320400.0200.00.50000.00.00.00.00.00.00.0Col face0240002400Col face0.320LINK REQUIREMENTSwithinPer NovAsvTotal NoLocationBand?11.183311950.000.00 d020.912515230.000.00 d030.734818520.000.00 d040.608021810.000.00 d050.512225100.000.00 d060.436728390.000.00 d070.375031680.000.00 d080.323334960.000.00 d0Hole face2.6884Col face2.6884LINK PERIMETERSPer NoaInternaldeductFinal mNoSpacingb/2c/2TangentD/d1122.533800338012335522.5322.50.61720.02306.2548500485016345706.3506.30.71680.0349063200632020350890.0690.00.77530.04673.75779007790243501073.8873.80.81370.05857.5926009260283551257.51057.50.84100.061041.2510730010730323551441.31241.30.86120.07122512200012200363551625.01425.00.87690.081408.7513670013670403551808.81608.80.88940.091592.515140015140443601992.51792.50.89960.0

Edge DetsHOLEProjectSpreadsheets to BS 8110BLBRTLTRLocationColumn B2EDGE COLUMNX =-62.562.5-62.562.5PUNCHING SHEAR to BS8110:1997Made by rmw Job No R68Y =-275-275-125-125Originated from RCC13.xls v2.6 on CD 1999-2003 BCA for RCCDate1-Mar-08tan a =-4.4000tan b =4.4000tanb-tana =8.80DETAILED CALCULATIONStouchoverlapVeff/Vt1.4000(enhancement factor)link leg area50.3Side BN0-162.5Hole deduction ?YESSide AN02525CRITICAL PERIMETERSENCLOSED AREASPer NoaInternalChoose mdeductFinal mPer NoEdge Db/2c/2Rear c/2BOTTOMRIGHTTOPLEFT1295.531641882396148710.431395.5395.51501395.500.000.010.02443.2543462473543193020.753543.3543.31501543.300.000.010.0359155283064691237331.162691.0691.01501691.000.000.010.04738.7567103655839281641.659838.8838.81501838.800.000.010.05886.578924246987326052.242986.5986.51501986.500.000.010.061034.25907448371134370362.9131134.31134.315011134.300.000.010.0711821025654281282414673.6721282.01282.015011282.000.000.010.081329.751143860191430458984.5171429.81429.815011429.800.000.010.0Hole face2510001000125875Hole face0.063125.0125.01251125.000.000.010.0Col face08000800Col face0.040LINK REQUIREMENTSwithinPer NovAsvTotal NoLocationBand?11.03642675.321.50 d120.78133470.002.25 d030.61774270.000.00 d040.50255070.000.00 d050.41585860.000.00 d060.34756660.000.00 d070.29167460.000.00 d080.24468250.000.00 d0Hole face1.8039Col face1.9758LINK PERIMETERSPer NoaInternalChoose mdeductFinal mNoSpacingb/2c/2Rear c/2BOTTOMRIGHTTOPLEFT198.5158810941998966220198.5198.51501198.500.000.000.02246.252770168534613397265346.3346.31501346.300.000.000.033943952227649417829250494.0494.01501494.000.000.000.04541.7551342867642222510275641.8641.81501641.800.000.000.05689.563163458790266912265789.5789.51501789.500.000.000.06837.2574984049937311213280937.3937.31501937.300.000.000.079858680464010853555152701085.01085.015011085.000.000.000.081132.759862523112333998162851232.81232.815011232.800.000.000.091280.511044582213814442182751380.51380.515011380.500.000.000.0

Corner DetsHOLEProjectSpreadsheets to BS 8110BLBRTLTRLocationColumns A1, D1, A5 & D5CORNER COLUMNX =-5050-5050-5050-5050PUNCHING SHEAR to BS8110:1997Made by rmw Job No R68Y =-250-250-150-150150150250250Originated from RCC13.xls v2.6 on CD 1999-2003 BCA for RCCDate1-Mar-08tan a =-5.0000tan b =5.0000-5.00005.0000DETAILED CALCULATIONStouchoverlapVeff/Vt1.2500(enhancement factor)link leg area50.3Side BY100-250Hole deduction ?YESSide AY1002525CRITICAL PERIMETERS-0.3330.333Per NoaInternalEdge CEdge DCornerChoose mdeductFinal mb/2c/2Int TanInt d/dTop c/2Top TanTop d/dLeft c/2Left TanLeft d/d1307.537602280213012651265288977507.5432.50.85223391.0125.00.24632662.5200.00.4624288.32461.254990289527451572.51572.53911182661.3586.30.88664436.5125.00.18903431.3200.00.3412390.83615622035103360188018804471433815.0740.00.90805482.0125.00.15344200.0200.00.2703446.74768.757450412539752187.52187.54981690968.8893.80.92266527.5125.00.12904968.8200.00.2238497.95922.58680474045902495249554919461122.51047.50.93327573.0125.00.11145737.5200.00.1909549.261076.259910535552052802.52802.560022021276.31201.30.94128618.5125.00.09796506.3200.00.1665600.47123011140597058203110311065224581430.01355.00.94769664.0125.00.08747275.0200.00.1476651.781383.7512370658564353417.53417.570327151583.81508.80.952610709.5125.00.07898043.8200.00.1326702.9Hole face25150011501000700700100600225.0150.00.66671470.0125.00.55561250.0200.01.3333100.0Col face06506500650ENCLOSED AREASLINK REQUIREMENTSwithinPer NoCornerPer NovAsvTotal NoLocationBand?10.39411.65966813.31.50 d120.61321.3532685.32.25 d130.87831.0972685.33.00 d141.19140.9123166.33.75 d151.55150.7743640.04.50 d061.95860.6664120.00.00 d072.41270.5784600.00.00 d082.91480.5065080.00.00 d0Hole face0.117Hole face2.745Col face0.100Col face2.536LINK PERIMETERSPer NoaInternalEdge CEdge DCornerChoose mdeductFinal mNoSpacingb/2c/2Int TanInt d/dTop c/2Top TanTop d/dLeft c/2Left TanLeft d/d1102.52120146013108558551527036140302.5227.50.75211997.01250.41321637.52000.8791151.72256.253350207519251162.51162.52549088125456.3381.30.83563042.51250.27402406.32000.5246254.234104580269025401470147035711135275610.0535.00.87704088.01250.20493175.02000.3738356.74563.755810330531551777.51777.543013486265763.8688.80.90185133.51250.16373943.82000.2904429.65717.57040392037702085208548116047265917.5842.50.91836179.01250.13624712.52000.2374480.86871.258270453543852392.52392.5532186082651071.3996.30.93007224.51250.11675481.32000.2008532.17102595005150500027002700583211783001225.01150.00.93888270.01250.10206250.02000.1739583.381178.7510730576556153007.53007.5635237392951378.81303.80.94569315.51250.09077018.82000.1534634.691332.51196063806230331533156862629102901532.51457.50.951110361.01250.08167787.52000.1372685.8

Re-ent DetsHOLEProjectSpreadsheets to BS 8110BLBRTLTRLocationAn exampleRE-ENTRANT CORNER COLUMNX =-125125-125125PUNCHING SHEAR to BS8110:1997Made by rmw Job No R68Y =-425-425-175-175Originated from RCC13.xls v2.6 on CD 1999-2003 BCA for RCCDate1-Mar-08tan a =-3.4000tan b =3.4000DETAILED CALCULATIONStouchoverlapdistVeff/Vt1.2500(enhancement factor)link leg area78.5Side BY250-300Hole deduction ?YESSide AY25000CRITICAL PERIMETERSENCLOSED AREASPer NoaInternalCornerdeductFinal mPer NoInternalCornerb/2c/2SW c/2BOTTOMRIGHTTOPLEFTNE b/21286.536923119659246010.8520.405461.5461.5175.01659.300.000.000.0175.02429.7548383978.5864311521.4630.608604.8604.8175.01863.900.000.000.0175.03573598448381069376932.2380.852748.0748.0175.011068.600.000.000.0175.04716.2571305697.51273442443.1771.137891.3891.3175.011273.200.000.000.0175.05859.5827665571478507954.2811.4631034.51034.5175.011477.900.000.000.0175.061002.7594227416.51683573465.5481.8301177.81177.8175.011682.500.000.000.0175.0711461056882761887638976.9802.2381321.01321.0175.011887.100.000.000.0175.081289.25117149135.52092704488.5762.6871464.31464.3175.012091.800.000.000.0175.0Hole face0140014002501150Hole face0.1230.123175.0175.0175.01250.000.000.000.0175.0Col face014002501150Col face0.123LINK REQUIREMENTSwithinPer NovAsvTotal NoLocationBand?11.17384295.461.50 d020.92095430.002.25 d030.75486570.000.00 d040.63707720.000.00 d050.54888860.000.00 d060.480110000.000.00 d070.424911140.000.00 d080.379412280.000.00 d0Hole face2.5338Col face2.5338LINK PERIMETERSPer NoaInternalCornerdeductFinal mNoSpacingb/2c/2SW c/2BOTTOMRIGHTTOPLEFTNE b/2195.5216412733868876220270.5270.5175.01386.400.000.000.0175.02238.7533102132.559115418255413.8413.8175.01591.100.000.000.0175.0338244562992796219610270557.0557.0175.01795.700.000.000.0175.04525.2556023851.51000285112285700.3700.3175.011000.400.000.000.0175.05668.5674847111205350615265843.5843.5175.011205.000.000.000.0175.06811.7578945570.51410416117275986.8986.8175.011409.600.000.000.0175.079559040643016144816192801130.01130.0175.011614.300.000.000.0175.081098.25101867289.518195471222701273.31273.3175.011818.900.000.000.0175.091241.511332814920246125242751416.51416.5175.012023.600.000.000.0175.0

NotesDisclaimerAll 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.Status of spreadsheetThis spreadsheet is shareware. It may be distributed freely, but may not be used for commercial purposes until the user has registered with the RCC.Public release version.Revision history RCC13 Punching ShearDateVersionActionSize (kB)28-Apr-04RCC13 v2.6Correction to perimeter deduction for large holes.4128-Aug-03RCC13 v2.5Updated to May 2002 amendment to BS 8110 formulae for vc.40914-Mar-03RCC13 v2.4Correction to hole deductions on REENTRANT sheet.40618-Feb-03RCC13 v2.3Correction to hole deductions on EDGE sheet.41721-Jan-03RCC13 v2.2DETR logo replaced by DTI.4023-Dec-02RCC13 v2.1Fix for error when no holes.42111-Oct-02RCC13 v2.0Version 2 enhancements42127-Feb-02RCC13 V1.3Column face perimeter changed on "detail" sheets.40415-Feb-02RCC13 V1.2Improved routine for perimeter reduction due to adjacent holes.40717-Aug-00RCC13 v1.1Red warning if INTERNAL:M14 negative.3103-Aug-99RCC13 v1.0First public release. Includes b version comments309

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Private Sub ComboBox1_Change()

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RCC13 Punching Shear

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