MAINOPERATING INSTRUCTIONSProjectStructural Analysis ExerciseREINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.5SupportsClientMade byDateSheet NoRED MESSAGES INDICATE ENTRY ERRORS.LocationSpine Beam - SCHEME 4rmw42132.01ADJUST REDISTRIBUTION ON 'ACTIONS'1SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)CheckedRevisionJob NoIf pasting, paste VALUES ONLYOriginated from RCCe21.xls' on CD 1999 BCA for RCCchg-R68SPANSLOCATIONfrom gridto gridL (m)Segment (m)H (mm)bw (mm)hf (mm)Typebf (mm)Type = T, L or R(ectangular) profileSPAN 16.0006.000600400R40000.000000R00SPAN 26.0006.000600400R40000.00000R00SPAN 36.0006.000600400R40000.00000SPAN 40.0000.000000000.000000SPAN 5000.00000SPAN 6000.00000SUPPORTSABOVEBELOWLength (m)H (mm)B (mm)End CondLength (m)H (mm)B (mm)End CondIn column C can be K(nife), C(antilever) or E(ncastre)Support 13.000600400F3.000600400FIn columns F & J C can be F(ixed) or by default, P(inned)End1Support 23.000600400F3.000600400FInt1Support 33.000600400F3.000600400FInt1Support 43.000600400F3.000600400FInt1Support 50.0000000.000000End1Support 600Support 700LOADING DIAGRAMLOADING PATTERNminmaxDEAD1.01IMPOSED01LOADING (characteristic)DeadImposedPositionLoadedDeadImposedPositionLoadedSpan 1LoadLoadfrom leftLengthSpan 4LoadLoadfrom leftLengthUDLs~kN/m, PLs~kN, Position~mUDL50.000.00~~~~~~~~~~UDL0.000.00~~~~~~~~~~PL 10.000~~~~~PL 1~~~~~PL 2~~~~~PL 2~~~~~Part UDLPart UDLSpan 2Span 5UDL50.000.00~~~~~~~~~~UDL~~~~~~~~~~PL 1000.000~~~~~PL 1~~~~~PL 2~~~~~PL 2~~~~~Part UDL0.000.000.0000.000Part UDLSpan 3Span 6UDL50.00~~~~~~~~~~UDL~~~~~~~~~~PL 1~~~~~PL 1~~~~~PL 2~~~~~PL 2~~~~~Part UDLPart UDLREACTIONSSUPPORT12345MAX ULTIMATE143.1306.9306.9143.10.00.00.0MIN ULTIMATE143.1306.9306.9143.10.00.00.0Characteristic Dead143.1306.9306.9143.10.00.00.0Char. Imposed0.00.00.00.00.00.00.0

MAIN505050505005050-550505050505050505055050505050505050505005050-555050505050505550505050505050505005050-55505050505050505055505050500000500-5500000050505500505000000050500000000505000000000000-18.333333333300000000000000000-18.333333333300000000000000000

PL1DPL1LPL2DPL2LUDL~LUDL~DPUDL~LPUDL~DSUPTSBEAM

ACTIONSOPERATING INSTRUCTIONSProjectStructural Analysis ExerciseREINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.Client0Made byDatePageRED MESSAGES INDICATE ENTRY ERRORS.LocationSpine Beam - SCHEME 4, from 0 to 0rmw8-May-152ADJUST REDISTRIBUTIONSUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)CheckedRevisionJob NoOriginated from RCCe21.xls' on CD 1999 BCA for RCCchg-R68BENDING MOMENTS (kNm ultimate)CHOOSE REDISTRIBUTION LIMITS (3.2.2.1)0 = Full redistribution.1 = Limit alt span upward redistribution to %.2 = No span moment redistribution.1Limited span redistribution selected0Elastic Moments00Redistributed Envelope00.3SUPPORT No123450.3Elastic M121.1162.4162.4121.10.0~~kNm0.3Redistributed M121.1162.4162.4121.10.0~~kNm0.3Column face M80.4117.6117.680.40.0~~0.3b1.0001.0001.0001.0001.000~~0.3Redistribution0.0%0.0%0.0%0.0%SELECT REDISTRIBUTION % HERE0.3SPAN No123400Elastic M83.7373.6283.730.00~~kNmRedistributed M83.7373.6283.730.00~~kNmb1.0001.0001.0001.000~~SHEARS (kN ultimate)0Elastic Shears00Redistributed Shears0SPAN No123Elastic V143.1156.9150.0150.0156.9143.1kNRedistributed V143.1156.9150.0150.0156.9143.1kNSPAN No400Elastic V0.00.00.00.00.00.0kNRedistributed V0.00.00.00.00.00.0kNCOLUMN Ms (kNm ultimate)12345ADJACENT SPANSAbove-5.55.5-60.60.00.0LOADEDBelow-5.55.5-60.60.00.0ODD SPANSAbove60.6-5.55.5-60.60.00.00.0LOADEDBelow60.6-5.55.5-60.60.00.00.0EVEN SPANSAbove60.6-5.55.5-60.60.00.00.0LOADEDBelow60.6-5.55.5-60.60.00.00.0

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grids

Analysis000-83.73036265880121.10086998460162.3852957015080.41509127040044.22931255630-83.7303626588012.54353384210162.3852957015-14.64224487200-37.328023586200-83.7303626588-55.513802300300162.3852957015-69.199581014500-78.385359728700-83.7303626588-83.071138442800162.3852957015-83.25691715700-78.942695871100-83.7303626588-70.128474585300162.3852957015-56.814253299400-39.000032013600-83.7303626588-16.685810727700162.3852957015010.12841055810041.4426318440-83.7303626588077.25685312980162.38529570150117.571074415700162.385295701500151.376189155700108.62618915570070.37618915570036.6261891557007.37618915570-17.373810844300-37.623810844300-53.373810844300-64.623810844300-71.373810844300-73.623810844300-71.373810844300-64.623810844300-53.373810844300-37.623810844300-17.37381084430007.37618915570036.62618915570070.376189155700108.626189155700151.376189155700162.385295701500117.57107441570077.25685312980041.4426318440010.12841055810-16.685810727700-39.000032013600-56.814253299400-70.128474585300-78.942695871100-83.25691715700-83.071138442800-78.385359728700-69.199581014500-55.513802300300-37.328023586200-14.64224487200012.54353384210044.22931255630080.415091270400121.10086998460000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

grids

Graf00000000143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050-156.8807376195-156.8807376195-156.8807376195-156.8807376195-156.8807376195-156.8807376195015015015015015015001501501501501501500150150150150150150015015015015015015001501501501501501500-150-150-150-150-150-1500156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950-143.1192623805-143.1192623805-143.1192623805-143.1192623805-143.1192623805-143.11926238050000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

Segs00000000143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805143.11926238050-156.8807376195-156.8807376195-156.8807376195-156.8807376195-156.8807376195-156.8807376195015015015015015015001501501501501501500150150150150150150015015015015015015001501501501501501500-150-150-150-150-150-1500156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195156.88073761950-143.1192623805-143.1192623805-143.1192623805-143.1192623805-143.1192623805-143.11926238050000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

NotesProjectStructural Analysis ExerciseLocation0ANALYSIS ISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe21.xls' on CD 1999 BCA for RCCDate8-May-15ANALYSISMin load1x dead loadLive load0x dead load +1.0x imposed load(Table 3.1)Distribution FactorsSUPT 1SUPT 2SUPT 3Up colLo colRLUp colLo colRLUp colLo colRI72000000007200000000720000000072000000007200000000720000000072000000007200000000720000000072000000007200000000Stiffness24000000002400000000120000000012000000002400000000240000000012000000001200000000240000000024000000001200000000Sum600000000072000000007200000000Factor0.40.40.20.16666666670.33333333330.33333333330.16666666670.16666666670.33333333330.33333333330.1666666667SUPT 4SUPT 5SUPT 6LUp colLo colRLUp colLo colRLUp colLo colRI720000000072000000007200000000000000000Stiffness120000000024000000002400000000000000000Sum6.0E+090.0E+000Factor0.20.40.4010001000SUPT 7LUp colLo colI000Partial UDL factorsStiffness000123456Sum0a000000Factor000b000000Fixed End MomentsSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Min loadLRLRLRLRLRLRCant900900900000UDL150150150150150150000000PL 1000000000000PL 2000000000000part UDL0.00.00.00.00.00.00.00.00.00.00.00.0FEM150.0150.0150.0150.0150.0150.00.00.00.00.00.00.0Live loadCant0.00.00.00.00.00.0UDL0.00.00.00.00.00.00.00.00.00.00.00.0PL 10.00.00.00.00.00.00.00.00.00.00.00.0PL 20.00.00.00.00.00.00.00.00.00.00.00.0part UDL0.00.00.00.00.00.00.00.00.00.00.00.0FEM0.00.00.00.00.00.00.00.00.00.00.00.0Moment DistributionHiColSUPT 1LoColHiColSUPT 2LoColHiColSUPT 3LoColHiColSUPT 4LoColHiColSUPT 5LoColHiColSUPT 6LoColHiColSUPT 7LoColMin load-150150-150150-15015000000060306000000000-60-300-600000000000001500-150000000000-5-2.5-2.5-552.52.55000000000000000-1.2501.25-1.2501.250000000.50.250.5-0.4166666667-0.2083333333-0.2083333333-0.41666666670.41666666670.20833333330.20833333330.4166666667-0.5-0.250-0.500000000000-0.10416666670.1250.1041666667-0.1041666667-0.1250.10416666670000000.04166666670.02083333330.0416666667-0.0763888889-0.0381944444-0.0381944444-0.07638888890.07638888890.03819444440.03819444440.0763888889-0.0416666667-0.02083333330-0.041666666700000000000-0.01909722220.01041666670.0190972222-0.0190972222-0.01041666670.01909722220000000.00763888890.00381944440.0076388889-0.009837963-0.0049189815-0.0049189815-0.0098379630.0098379630.00491898150.00491898150.009837963-0.0076388889-0.00381944440-0.007638888900000000000-0.00245949070.00190972220.0024594907-0.0024594907-0.00190972220.00245949070000000.00098379630.00049189810.0009837963-0.0014564043-0.0007282022-0.0007282022-0.00145640430.00145640430.00072820220.00072820220.0014564043-0.0009837963-0.00049189810-0.000983796300000000000-0.00036410110.00024594910.0003641011-0.0003641011-0.00024594910.00036410110000000.00014564040.00007282020.0001456404-0.0002033501-0.000101675-0.000101675-0.00020335010.00020335010.0001016750.0001016750.0002033501-0.0001456404-0.00007282020-0.000145640400000000000Sum60.6-121.160.6-5.5162.4-151.4-5.55.5151.4-162.45.5-60.6121.10.0-60.60.00.00.00.00.00.00.00.00.00.00.0ProjectStructural Analysis ExerciseLocation0ANALYSIS IISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe21.xls' on CD 1999 BCA for RCCDate8-May-15Moment Distribution contLive on000000001,2, 5 & 600000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Sum0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Live on00003 & 400000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Sum0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Live on0000002, 3 & 600000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Sum0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Live on0000001,4 & 500000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Sum0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0ProjectStructural Analysis ExerciseLocation0ANALYSIS IIISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe21.xls' on CD 1999 BCA for RCCDate8-May-15Moment Distribution contLive on000000Odd Spans00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Sum0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Live on000000Even Spans00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Sum0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Elastic Support Moments(3.3)Support1234567LeftRightLeftRightLeftRightLeftRightLeftRightSpans 1256121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Spans 34121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Spans 236121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Spans 145121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Odd Spans121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Even Spans121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Redistribution(3.5)method1b -1111111b +1111111Max M121.1162.4162.4121.10.00.00.0Dead only121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Spans 1256121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Spans 34121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Spans 236121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Spans 145121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Odd Spans121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0Even Spans121.1162.4151.4151.4162.4121.10.00.00.00.00.00.0ProjectStructural Analysis ExerciseLocation0ANALYSIS IVSUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe21.xls' on CD 1999 BCA for RCCDate8-May-15Total Ultimate LoadsSpan123UDLPL1PL2ptUDUDLPL1PL2ptUDUDLPL1PL2ptUDDead only300000300000300000Spans 1256300000300000300000Spans 34300000300000300000Spans 236300000300000300000Spans 145300000300000300000Odd Spans300000300000300000Even Spans300000300000300000Span456Dead only000000000000Spans 1256000000000000Spans 34000000000000Spans 236000000000000Spans 145000000000000Odd Spans000000000000Even Spans000000000000Elastic ShearsRedistributed ShearsSpan123Span123Spans 1256143.1192623805156.8807376195150150156.8807376195143.1192623805Dead only143.12156.88150.00150.00156.88143.12Spans 34143.1192623805156.8807376195150150156.8807376195143.1192623805Spans 1256143.12156.88150.00150.00156.88143.12Spans 236143.1192623805156.8807376195150150156.8807376195143.1192623805Spans 34143.12156.88150.00150.00156.88143.12Spans 145143.1192623805156.8807376195150150156.8807376195143.1192623805Spans 236143.12156.88150.00150.00156.88143.12Odd Spans143.1192623805156.8807376195150150156.8807376195143.1192623805Spans 145143.12156.88150.00150.00156.88143.12Even Spans143.1192623805156.8807376195150150156.8807376195143.1192623805Odd Spans143.12156.88150.00150.00156.88143.12Span456Even Spans143.12156.88150.00150.00156.88143.12Spans 1256000000Span456Spans 34000000Dead only0.000.000000Spans 236000000Spans 12560.000.000000Spans 145000000Spans 340.000.000000Odd Spans000000Spans 2360.000.000000Even Spans000000Spans 1450.000.000000Odd Spans0.000.000000Even Spans0.000.000000Imposed ReactionsRedistributed reactionsSupport1234567Support1234567Spans 12560.00.00.00.00.00.00.0Dead only143.1306.9306.9143.10.00.00.0Spans 340.00.00.00.00.00.00.0Spans 1256143.1306.9306.9143.10.00.00.0Spans 2360.00.00.00.00.00.00.0Spans 34143.1306.9306.9143.10.00.00.0Spans 1450.00.00.00.00.00.00.0Spans 236143.1306.9306.9143.10.00.00.0Odd Spans0.00.00.00.00.00.00.0Spans 145143.1306.9306.9143.10.00.00.0Even Spans0.00.00.00.00.00.00.0Odd Spans143.1306.9306.9143.10.00.00.0Even Spans143.1306.9306.9143.10.00.00.0ProjectStructural Analysis ExerciseLocation0ANALYSIS VSUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe21.xls' on CD 1999 BCA for RCCDate8-May-15SPAN MOMENTSSPAN 1Left< >PL1< >PL2< >RightLoadings00SPAN 2Left< >PL1< >PL2< >RightLoadings00Elastic V1256143.10143.10143.1100156.950000Elastic V1256150.00150.00150.0100150.05000034143.10143.10143.1100156.95000034150.00150.00150.0100150.050000236143.10143.10143.1100156.950000236150.00150.00150.0100150.050000145143.10143.10143.1100156.950000145150.00150.00150.0100150.050000Odd143.10143.10143.1100156.950000Odd150.00150.00150.0100150.050000Even143.10143.10143.1100156.950000Even150.00150.00150.0100150.050000Redist V1256143.10143.10143.1100156.96Redist V1256150.00150.00150.0100150.0634143.10143.10143.1100156.934150.00150.00150.0100150.0236143.10143.10143.1100156.9236150.00150.00150.0100150.0145143.10143.10143.1100156.9145150.00150.00150.0100150.0Odd143.10143.10143.1100156.9Odd150.00150.00150.0100150.0Even143.10143.10143.1100156.9Even150.00150.00150.0100150.0Elastic X-12560.0000.0000.0000.0002.862Elastic 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X-12560.0000.0000.0000.0000.000340.0000.0000.0000.0003.138340.0000.0000.0000.0000.0002360.0000.0000.0000.0003.1382360.0000.0000.0000.0000.0001450.0000.0000.0000.0003.1381450.0000.0000.0000.0000.000Odd0.0000.0000.0000.0003.138Odd0.0000.0000.0000.0000.000Even0.0000.0000.0000.0003.138Even0.0000.0000.0000.0000.000ProjectStructural Analysis ExerciseLocation0ANALYSIS VSUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe21.xls' on CD 1999 BCA for RCCDate8-May-15SPAN MOMENTS contSPAN 3 contSPAN 4 contRedist X-12560.0000.0000.0000.0003.138Redist X-12560.0000.0000.0000.0000.000340.0000.0000.0000.0003.138340.0000.0000.0000.0000.0002360.0000.0000.0000.0003.1382360.0000.0000.0000.0000.0001450.0000.0000.0000.0003.1381450.0000.0000.0000.0000.000Odd0.0000.0000.0000.0003.138(3.2.2.1b)Odd0.0000.0000.0000.0000.000(3.2.2.1b)Even0.0000.0000.0000.0003.138MaxEven0.0000.0000.0000.0000.000MaxElastic M1256162.4-162.4-162.4-162.4-162.483.7121.183.7303626588Elastic 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all0121.100869984680.415091270444.229312556312.5435338421-14.642244872-37.3280235862-55.5138023003-69.1995810145-78.3853597287-83.0711384428-83.256917157-78.9426958711-70.1284745853-56.8142532994-39.0000320136-16.685810727710.128410558141.44263184477.2568531298117.5710744157162.385295701580.4150912704117.57107441570121.100869984680.415091270444.229312556312.5435338421-14.642244872-37.3280235862-55.5138023003-69.1995810145-78.3853597287-83.0711384428-83.256917157-78.9426958711-70.1284745853-56.8142532994-39.0000320136-16.685810727710.128410558141.44263184477.2568531298117.5710744157162.385295701580.4150912704117.57107441570121.100869984680.415091270444.229312556312.5435338421-14.642244872-37.3280235862-55.5138023003-69.1995810145-78.3853597287-83.0711384428-83.256917157-78.9426958711-70.1284745853-56.8142532994-39.0000320136-16.685810727710.128410558141.44263184477.2568531298117.5710744157162.385295701580.4150912704117.57107441570121.100869984680.415091270444.229312556312.5435338421-14.642244872-37.3280235862-55.5138023003-69.1995810145-78.3853597287-83.0711384428-83.256917157-78.9426958711-70.1284745853-56.8142532994-39.0000320136-16.685810727710.128410558141.44263184477.2568531298117.5710744157162.385295701580.4150912704117.5710744157M(r) odd0121.100869984680.415091270444.229312556312.5435338421-14.642244872-37.3280235862-55.5138023003-69.1995810145-78.3853597287-83.0711384428-83.256917157-78.9426958711-70.1284745853-56.8142532994-39.0000320136-16.685810727710.128410558141.44263184477.2568531298117.5710744157162.385295701580.4150912704117.5710744157M(r) even0121.100869984680.415091270444.229312556312.5435338421-14.642244872-37.3280235862-55.5138023003-69.1995810145-78.3853597287-83.0711384428-83.256917157-78.9426958711-70.1284745853-56.8142532994-39.0000320136-16.685810727710.128410558141.44263184477.2568531298117.5710744157162.385295701580.4150912704117.571074415770% max084.770608989256.290563889330.96051878948.7804736895-10.2495714104-26.1296165103-38.8596616102-48.4397067101-54.8697518101-58.14979691-58.2798420099-55.2598871098-49.0899322097-39.7699773096-27.3000224095-11.68006750947.089887390729.009842290854.079797190982.299752091113.669706991156.290563889382.29975209170% min084.770608989256.290563889330.96051878948.7804736895-10.2495714104-26.1296165103-38.8596616102-48.4397067101-54.8697518101-58.14979691-58.2798420099-55.2598871098-49.0899322097-39.7699773096-27.3000224095-11.68006750947.089887390729.009842290854.079797190982.299752091113.669706991156.290563889382.299752091Lower bound00000-14.642244872-37.3280235862-55.5138023003-69.1995810145-78.3853597287-83.0711384428-83.256917157-78.9426958711-70.1284745853-56.8142532994-39.0000320136-16.68581072770000056.290563889382.299752091Upper bound0121.100869984680.415091270444.229312556312.543533842100000000000010.128410558141.44263184477.2568531298117.5710744157162.385295701580.4150912704117.5710744157Beam000000000000000000000000SPAN 2Local X00.30.60.91.21.51.82.12.42.733.33.63.94.24.54.85.15.45.760.35.7X66.36.66.97.27.57.88.18.48.799.39.69.910.210.510.811.111.411.712M(e) all151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557M(e) odd151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557M(e) even151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557Beam00000000000000000000000M(r) all151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557M(r) odd151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557M(r) even151.3761891557108.626189155770.376189155736.62618915577.3761891557-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084437.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.626189155770% max105.96333240976.03833240949.26333240925.6383324095.163332409-12.161667591-26.336667591-37.361667591-45.236667591-49.961667591-51.536667591-49.961667591-45.236667591-37.361667591-26.336667591-12.1616675915.16333240925.63833240949.26333240976.038332409105.96333240976.03833240976.03833240970% min105.96333240976.03833240949.26333240925.6383324095.163332409-12.161667591-26.336667591-37.361667591-45.236667591-49.961667591-51.536667591-49.961667591-45.236667591-37.361667591-26.336667591-12.1616675915.16333240925.63833240949.26333240976.038332409105.96333240976.03833240976.038332409Lower bound00000-17.3738108443-37.6238108443-53.3738108443-64.6238108443-71.3738108443-73.6238108443-71.3738108443-64.6238108443-53.3738108443-37.6238108443-17.37381084430000076.03833240976.038332409Upper bound151.3761891557108.626189155770.376189155736.62618915577.3761891557000000000007.376189155736.626189155770.3761891557108.6261891557151.3761891557108.6261891557108.6261891557Beam00000000000000000000000ProjectStructural Analysis ExerciseLocation0GRAPH DATA IISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe21.xls' on CD 1999 BCA for RCCDate8-May-15SPAN 3Local X00.30.60.91.21.51.82.12.42.733.33.63.94.24.54.85.15.45.760.35.7X1212.312.612.913.213.513.814.114.414.71515.315.615.916.216.516.817.117.417.718M(e) all162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704M(e) odd162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704M(e) even162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704Beam00000000000000000000000M(r) all162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704M(r) odd162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704M(r) even162.3852957015117.571074415777.256853129841.44263184410.1284105581-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.64224487212.543533842144.229312556380.4150912704121.1008699846117.571074415780.415091270470% max113.669706991182.29975209154.079797190929.00984229087.0898873907-11.6800675094-27.3000224095-39.7699773096-49.0899322097-55.2598871098-58.2798420099-58.14979691-54.8697518101-48.4397067101-38.8596616102-26.1296165103-10.24957141048.780473689530.960518789456.290563889384.770608989282.29975209156.290563889370% min113.669706991182.29975209154.079797190929.00984229087.0898873907-11.6800675094-27.3000224095-39.7699773096-49.0899322097-55.2598871098-58.2798420099-58.14979691-54.8697518101-48.4397067101-38.8596616102-26.1296165103-10.24957141048.780473689530.960518789456.290563889384.770608989282.29975209156.2905638893Lower bound00000-16.6858107277-39.0000320136-56.8142532994-70.1284745853-78.9426958711-83.256917157-83.0711384428-78.3853597287-69.1995810145-55.5138023003-37.3280235862-14.642244872000082.29975209156.2905638893Upper bound162.3852957015117.571074415777.256853129841.44263184410.128410558100000000000012.543533842144.229312556380.4150912704121.1008699846117.571074415780.4150912704Beam00000000000000000000000SPAN 4Local X0000000000000000000000.30X181818181818181818181818181818181818181818M(e) all00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000M(e) odd00000000000000000000000M(e) even00000000000000000000000Beam00000000000000000000000M(r) all00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000M(r) odd00000000000000000000000M(r) even0000000000000000000000070% max0000000000000000000000070% min00000000000000000000000Lower bound00000000000000000000000Upper bound00000000000000000000000Beam00000000000000000000000SPAN 5Local X00000000000000000000000X181818181818181818181818181818181818181818M(e) all00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000M(e) odd00000000000000000000000M(e) even00000000000000000000000Beam00000000000000000000000M(r) all00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000M(r) odd00000000000000000000000M(r) even0000000000000000000000070% max0000000000000000000000070% min00000000000000000000000Lower bound00000000000000000000000Upper bound00000000000000000000000Beam00000000000000000000000ProjectStructural Analysis ExerciseLocation0GRAPH DATA IIISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)0Originated from RCCe21.xls' on CD 1999 BCA for RCCDate31-Dec-99SPAN 6Local X000000000000000000000000X18181818181818181818181818181818181818181818M(e) all000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000M(e) odd000000000000000000000000M(e) even000000000000000000000000Beam000000000000000000000000M(r) all000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000M(r) odd000000000000000000000000M(r) even00000000000000000000000070% max00000000000000000000000070% min000000000000000000000000Lower bound000000000000000000000000Upper bound000000000000000000000000Beam000000000000000000000000SHEAR FORCE DIAGRAMSSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Local X00000060000060000060000000000000000000X0000006666661212121212121818181818181818181818181818181818181818V(e) all0143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.119262380500000000000000000000143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.119262380500000000000000000000143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.119262380500000000000000000000143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.11926238050000000000000000000V(e) odd0143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.11926238050000000000000000000V(e) even0143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.11926238050000000000000000000V(r) all0143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.119262380500000000000000000000143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.119262380500000000000000000000143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.119262380500000000000000000000143.1192623805143.1192623805143.1192623805143.1192623805143.1192623805-156.8807376195150150150150150-150156.8807376195156.8807376195156.8807376195156.8807376195156.8807376195-143.11926238050000000000000000000V(r) 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ProjectStructural Analysis ExerciseLocation0SEGMENTS ISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe21.xls' on CD 1999 BCA for RCCDate8-May-15NON-PRISMATIC FEM'Sdistance0.01250.050.10.150.20.250.30.350.40.450.50.550.60.650.70.750.80.850.90.950.9875width0.0250.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.025SPAN 1Aw1 =240000Af1 =0Xbar1 =300I1 =7200000000Xbar =3Ix leftIx rightAw2 =0Af2 =0Xbar2 =0I2 =0I0 =7200000000e 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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 and EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.Status of spreadsheetPublic release version.Revision history RCCe21 Subframe AnalysisDateVersionActionSize (kB)36381.0RCCe21 v1.0First public release. Includes b version comments1306