Wide Beams (A&D)

MAIN3.4OPERATING INSTRUCTIONSHProjectSpreadsheets to BS 8110The Concrete CentreENTER DATA IN BLUE CELLS ONLY.5SupportsRClientAdvisory GroupMade byDateSheet NoRED MESSAGES INDICATE ENTRY ERRORS.LocationD&D: Main beam Grids C to Hfrom grid 1 to 3rmw24-May-07109ADJUST REDISTRIBUTION ON NEXT SHEETWIDE BEAM (Analysis & Design) to BS 8110:2005CheckedRevisionJob NoADJUST REINFORCEMENT ON 'SPANS' SHEETOriginated from RCC43v3.4 on CD 2006 TCCchg-R68LOCATIONSupports from grid1to grid3MATERIALSCOVERS (to all steel)fcu40N/mmh agg20mmTop cover25mmfyl500N/mmgs1.15Btm cover40mmfyv250N/mmgc1.50Side cover35mmsteel classA0SPANSL (m)H (mm)bw (mm)hf (mm)Typebf (mm)LOADING PATTERNType = T, L or R(ectangular)Bf max5.8651802183SPAN 15.503751200125T1900minmax19700.9644670051SPAN 28.003751200125T2100DEAD11.421600.9722222222SPAN 38.503751200125T2200IMPOSED01.622200.990990991SPAN 44.003751200125T1650REBAR LAYERING17600.9375SPAN 5Support steel01SPAN 6in alt layer ?N01Can be K(nife), C(antilever) or E(ncastre) in line C.SUPPORTSABOVE (m)H (mm)B (mm)End CondBELOW (m)H (mm)B (mm)End CondCan be F(ixed) or P(inned) in columns F&JSupport 13.75300300F3.75300300FEnd1Support 23.75300300F3.75300300FInt1Support 33.75300300F3.75300300FInt1Support 43.75300300F3.75300300FInt1Support 53.75300300F3.75300300FEnd1Support 600Support 700LOADINGUDLs (kN/m) PLs (kN) Position (m)DeadImposedPositionLoadedDeadImposedPositionLoadedSpan 1LoadLoadfrom leftLengthSpan 4LoadLoadfrom leftLengthUDL62.230.0~~~~~~~~~~UDL62.230.0~~~~~00PL 10.0~~~~~PL 10.0~~~~~00PL 20.0~~~~~PL 20.00.00.0~~~~~00Part UDLPart UDL0.00.00.00.000Span 2Span 500UDL62.230.0~~~~~~~~~~UDL~~~~~~~~~~00PL 125.025.04.00~~~~~PL 10.00.00.0~~~~~0PL 20.00.00.0~~~~~PL 20.00.00.0~~~~~Part UDL0.00.00.00.0Part UDL0.00.00.00.0Span 3Span 6UDL62.230.0~~~~~~~~~~UDL~~~~~~~~~~PL 1~~~~~PL 10.00.00.0~~~~~PL 2~~~~~PL 20.00.00.0~~~~~Part UDLPart UDL0.00.00.00.0LOADING DIAGRAM13REACTIONS (kN)SUPPORT12345ALL SPANS LOADED271.51037.51178.6965.4134.20.00.0ODD SPANS LOADED323.2637.7889.8830.3-190.00.0EVEN SPANS LOADED74.4831.0907.4539.8214.10.00.0Characteristic Dead126.1464.7551.6438.461.40.00.0Max Service Imposed71.1236.7273.4210.063.00.00.0Min Service Imposed-16.30.00.00.0-32.90.00.0

Print SheetPrint ALL Output

MAIN92.292.292.292.262.2092.292.2-156.42092.292.292.292.292.262.292.292.2156.42092.262.292.292.292.2117.292.292.262.2092.292.2-156.42117.2142.292.292.292.262.2156.4292.262.292.292.292.292.292.292.262.2092.292.2-156.4292.292.292.292.292.262.292.292.2156.4292.262.292.292.292.292.292.292.262.20-156.4292.292.292.292.292.262.292.292.2156.4292.262.292.292.2000062.2092.292.2-156.4200000092.292.2156.420000000092.292.2000000092.292.200092.292.20092.292.2000000000000000000

PL1DPL1LPL2DPL2LUDL~LUDL~DPUDL~LPUDL~DSUPTSBEAM

ACTIONSOPERATING INSTRUCTIONSProjectSpreadsheets to BS 8110The Concrete CentreENTER DATA IN BLUE CELLS ONLY.ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.LocationD&D: Main beam Grids C to H, from grid 1 to 3rmw24-May-07110ADJUST REDISTRIBUTION, then GOTO 'SPANS' sheetWIDE BEAM (Analysis & Design) to BS 8110:2005CheckedRevisionJob NoOriginated from RCC43 v3.4 on CD 2006 TCCchg-R68BENDING MOMENT DIAGRAMS (kNm)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 selected1Elastic Moments31Redistributed Envelope30.3SUPPORT No123450.3Elastic M95.0661.2888.9661.333.6~kNm/m0.3Redistributed M95.0661.2755.6661.333.6~kNm/m0.3b1.0001.0000.8501.0001.000~~0.3Redistribution15.0%SELECT REDISTRIBUTION % HERE0.30.3SPAN No1234Elastic M291.64561.87542.57136.11~~Redistributed M291.64533.32528.36136.11~~b1.0000.9490.9741.000~~SHEARS (kN)1Elastic Shears31Redistributed Shears3SPAN No123Elastic V323.2471.5570.4605.1604.6570.3Redistributed V323.2471.5566.0592.4589.0563.0SPAN No4Elastic V406.1214.1~~~~Redistributed V406.1214.1~~~~COLUMN MOMENTS (kNm)12345ALL SPANSAbove29.725.94.7-42.80.20.00.0LOADEDBelow29.725.94.7-42.80.20.00.0ODD SPANSAbove47.5-20.657.2-61.917.10.00.0LOADEDBelow47.5-20.657.2-61.917.10.00.0EVEN SPANSAbove-3.857.5-49.2-0.8-16.80.00.0LOADEDBelow-3.857.5-49.2-0.8-16.80.00.0

R, L or T

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SPANS0000271.4613020697323.179380631774.39475716130271.4613020697323.179380631774.39475716130271.4613020697323.179380631774.39475716130271.4613020697323.179380631774.39475716130271.4613020697323.179380631774.39475716130-471.4786979303-419.7606193683-267.70524283870566.0296996951217.9600263571563.2574735715025.7096996951-30.839973642922.93747357150-49.2903003049-55.8399736429-52.06252642850-49.2903003049-55.8399736429-52.06252642850-49.2903003049-55.8399736429-52.06252642850-589.6103003049-304.6399736429-592.38252642850588.95305639585.1767298018315.04255402350588.95305639585.1767298018315.04255402350588.95305639585.1767298018315.04255402350588.95305639585.1767298018315.04255402350588.95305639585.1767298018315.04255402350-559.22694361-563.0032701982-213.65744597650406.1485322489267.3287317518326.19210610110406.1485322489267.3287317518326.19210610110406.1485322489267.3287317518326.19210610110406.1485322489267.3287317518326.19210610110406.1485322489267.3287317518326.19210610110-134.171467751118.5287317518-214.127893898900000000000000000000000000000000000000000000000000000

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AnalysisOPERATING INSTRUCTIONS4ProjectSpreadsheets to BS 8110The Concrete CentreENTER DATA IN BLUE CELLS ONLY.(As enhanced by0124ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.As12.0116spansLocationD&D: Main beam Grids C to H, from grid 1 to 3rmw24-May-07111ADJUST REBAR UNTIL CHECKS AT BOTTOM ARE OK.top16.0120WIDE BEAM (Analysis & Design) to BS 8110:2005CheckedRevisionJob No'20.0125Originated from RCC43 v3.4 on CD 2006 TCCchg-R68@25.01321632.0140SPAN 1LEFTCENTRERIGHTRACTIONSMkNm48.0291.6540.1Hb1.001.001.00DESIGNdmm332.0315.0324.0Asmm35022414449As'mm000TOP STEELLayer 12H16 + 7H121H25 + 4H201H32 + 8H250...As provmm1194As' prov1748As prov4731BTM STEELLayer 11H16 + 5H124H20 + 5H161H16 + 5H120...As' provmm767As prov2262As' prov767DEFLECTIONL/d17.460Allowed27.676Increase span top steel bySHEARVkN258.1Link 407.50%vN/mm0.648101.048vcN/mm0.518Nominal0.832LINKSR10 @ 200 for 800R10 @ 175R10 @ 200 for 800legsNo656CHECKS% AsokokokCoverokokokmin Sokokokmax SokokokLinksokokokMain barsokokokmax VokokDeflectionokSPAN 2LEFTCENTRERIGHTACTIONSMkNm577.9533.3668.6b1.000.950.86DESIGNdmm324.0309.0324.0Asmm482541795787As'mm000TOP STEELLayer 12H32 + 7H252H20 + 4H163H32 + 7H250...As provmm5045As' prov1433As prov5849BTM STEELLayer 11H20 + 5H163H32 + 6H251H20 + 5H160...As' provmm1319As prov5358As' prov1319DEFLECTIONL/d25.890Allowed26.067As auto-increased by 28.2 %Increase span top steel bySHEARVkN502.0Link 528.40%vN/mm1.291101.359vcN/mm0.850Nominal0.893LINKSR10 @ 175 for 875R10 @ 175R10 @ 175 for 875legsNo656CHECKS% AsokokokCoverokokokmin Sokokokmax SokokokLinksokokokMain barsokokokmax VokokDeflectionokProjectSpreadsheets to BS 8110The Concrete CentreClientAdvisory GroupMade byDatePageLocationD&D: Main beam Grids C to H, from grid 1 to 3rmw39226.0112WIDE BEAM (Analysis & Design) to BS 8110:2005CheckedRevisionJob NoOriginated from RCC43 v3.4 on CD 2006 TCCchg-R68SPAN 3LEFTCENTRERIGHTACTIONSMkNm669.3528.4578.4b0.850.971.00DESIGNdmm324.0309.0324.0Asmm579441404831As'mm000TOP STEELLayer 13H32 + 7H252H20 + 3H162H32 + 7H250...As provmm5849As' prov1232As prov5045BTM STEELLayer 11H20 + 5H165H32 + 4H251H20 + 5H160...As' provmm1319As prov5985As' prov1319DEFLECTION27.508Allowed28.265As auto-increased by 38.2 %Increase span top steel bySHEARVkN524.9Link V499.00%vN/mm1.35010v1.283vcN/mm0.893Nominalvc0.850LINKSR10 @ 175 for 875R10 @ 175R10 @ 175 for 875legsNo656CHECKS% AsokokokCoverokokokmin Sokokokmax SokokokLinksokokokMain barsokokokmax VokokDeflectionokSPAN 4LEFTCENTRERIGHTACTIONSMkNm498.1136.13.0b1.001.001.00DESIGNdmm327.5317.0332.0Asmm3986103922As'mm000TOP STEELLayer 17H25 + 2H205H252H16 + 7H120...As provmm4064As' prov2454As prov1194BTM STEELLayer 11H10 + 5H81H16 + 8H121H10 + 5H80...As' provmm330As prov1106As' prov330DEFLECTION12.618Allowed37.884Increase span top steel bySHEARVkN341.6Link 149.00%vN/mm0.869100.374vcN/mm0.786Nominal0.518LINKSR10 @ 200 for 400R10 @ 175R10 @ 200 for 400legsNo656CHECKS% AsokokokCoverokokokmin Sokokokmax SokokokLinksokokokMain barsokokokmax VokokDeflectionokProjectSpreadsheets to BS 8110The Concrete CentreClientAdvisory GroupMade byDatePageLocationD&D: Main beam Grids C to H, from grid 1 to 3rmw39226.0113WIDE BEAM (Analysis & Design) to BS 8110:2005CheckedRevisionJob NoOriginated from RCC43 v3.4 on CD 2006 TCCchg-R68SPAN 5LEFTCENTRERIGHTNO SPAN 5, IGNOREACTIONSMkNm0.00.00.0b1.00~1.00DESIGNdmm0.00.00.0Asmm000As'mm000TOP STEELLayer 100000000As provmm0As' prov0As prov0BTM STEELLayer 100000000As' provmm0As prov0As' prov0DEFLECTION0.000Allowed0.0000Increase span top steel bySHEARVkN0.0Link 0.00%vN/mm0.000100.000vcN/mm0.000Nominal0.000LINKS000legsNo030CHECKS% As000Cover000min S000max S000Links000Main bars000max V00Deflection0SPAN 6LEFTCENTRERIGHTNO SPAN 6, IGNOREACTIONSMkNm0.00.00.0b1.00~~DESIGNdmm0.00.00.0Asmm000As'mm000TOP STEELLayer 100000000As provmm0As' prov0As prov0BTM STEELLayer 100000000As' provmm0As prov0As' prov0DEFLECTION0.000Allowed0.0000Increase span top steel bySHEARVkN0.0Link 0.00%vN/mm0.000100.000vcN/mm0.000Nominal0.000LINKS000legsNo030CHECKS% As000Cover000min S000max S000Links000Main bars000max V00Deflection0

Print Sheet

BarProjectSpreadsheets to BS 8110The Concrete Centre432544ClientAdvisory GroupMade byDatePagespansLaps3040LocationD&D: Main beam Grids C to H, from grid 1 to 3rmw24-May-071133538WIDE BEAM (Analysis & Design) to BS 8110:2005CheckedRevisionJob No4035Originated from RCC43 v3.4 on CD 2006 TCCchg-R6835101000100APPROXIMATE WEIGHT of REINFORCEMENTBobs2011010110LocationNoTypeDiaLengthUnit wtWeight2518012140TOP STEELSupport 12H1620751.5786.62060Lap x32230161807H1219250.88812.01920Hooks402802022000000.0000.013105035025350Span 11H2551503.85319.8515024H2050002.46649.35000200000.0000.05150Support 22H3240506.31351.140507H2540503.853109.2405000000.0000.02700Span 22H2060002.46629.6600024H1647751.57830.147681.400000.0000.06000Support 33H3249506.31393.849507H2549503.853133.5495000000.0000.03300Span 32H2062002.46630.6620023H1649751.57823.649681.400000.0000.06200Support 42H3237506.31347.437507H2537503.853101.2375000000.0000.02500Span 45H2536503.85370.33650200000.0000.016001.400000.0000.03650Support 52H1616251.5785.116107H1214750.8889.2147000000.0000.01010000000.0000.0-2001.400000.0000.0-2001.400000.0000.0-200000000.0000.06000000.0000.06000000.0000.060000000.0000.0-501.400000.0000.0-501.400000.0000.0-50000000.0000.06000000.0000.06000000.0000.060BOTTOM STEELSupport 11H169501.5781.594515H128250.8883.7805100000.0000.03851Span 14H2051502.46650.851505H1651501.57840.6515000000.0000.05150Support 21H2017502.4664.31750118759205H1614751.57811.614701173577000000.0000.035011175210Span 23H3276506.313144.976506H2576503.853176.9765000000.0000.07650Support 31H2017502.4664.31750128759205H1614751.57811.614701273577000000.0000.035012175210Span 35H3281506.313257.381504H2581503.853125.6815000000.0000.08150Support 41H2017502.4664.31750138759205H1614751.57811.614701373577000000.0000.035013175210Span 41H1636501.5785.836508H1236500.88825.9365000000.0000.03650Support 51H1011000.6170.71085145255605H89500.3951.99451445549000000.0000.038514175210000000.0000.0-20000000.0000.0-20000000.0000.0-200000000.0000.08515256000000.0000.08515256000000.0000.085152560000000.0000.0-5000000.0000.0-5000000.0000.0-50000000.0000.085100000.0000.085100000.0000.0851LINKSSpan 130R1029250.61754.129205205100R105000.61730.8500206020Span 245R1029250.61781.229206336147R105000.61745.3500249924Span 348R1029250.61786.629206366156R105000.61748.15002410824Span 422R1029250.61739.72920316372R105000.61722.2500124812000000.0000.0-35000000000.0000.0115000000000.0000.0-35000000000.0000.0115000SUMMARYspacers not includedTotal reinforcement in beam (kg)2114261000000037350000003960000000193500000000Reinforcement density (kg/m)172.7On gross volumeVolume12.24m3

Print Sheet

GrafProjectSpreadsheets to BS 8110LocationD&D: Main beam Grids C to H, from grid 1 to 3ANALYSIS IWIDE BEAM (Analysis & Design) to BS 8110:2005Made by rmw Job No R68Originated from RCC43 v3.4 on CD 2006 TCCDate24-May-07ANALYSISMin load1.0x dead loadLive load0.4x dead load +1.6x imposed load(Table 2.1)Distribution FactorsSUPT 1SUPT 2SUPT 3Up colLo colRLUp colLo colRLUp colLo colRA w450000450000450000450000450000A f8750087500112500112500125000X bar167.1511627907167.1511627907162.5162.5160.3260869565I6750000006750000006531991884.689926531991884.68992675000000675000000682617187568261718756750000006750000006964730525.36232Stiffness1800000001800000001187634888.125441187634888.12544180000000180000000853271484.375853271484.375180000000180000000819380061.807332Sum1547634888.125442.E+092.E+09Factor0.11630.11630.76740.49470.07500.07500.35540.41980.08860.08860.4031SUPT 4SUPT 5SUPT 6LUp colLo colRLUp colLo colRLUp colLo colRA w450000450000450000000A f1250005625056250000X bar160.3260869565173.6111111111173.6111111111000I6964730525.362326750000006750000006127929687.56127929687.567500000067500000000000Stiffness819380061.8073321800000001800000001531982421.8751531982421.87518000000018000000000000Sum3.E+092.E+090.E+00Factor0.30220.06640.06640.56500.80970.09510.09510.00001.00000.00000.00000.0000SUPT 7LUp colLo colA w0Partial UDL factorsA f0123456X bar0a000000I000b000000Stiffness000Sum0.E+00Factor0.00000.00000.0000Fixed End MomentsSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Min loadLRLRLRLRLRLRCant940.782090.402246.98497.600.000.00UDL156.80156.80331.73331.73374.50374.5082.9382.930.000.000.000.00PL 10.000.0025.0025.000.000.000.000.000.000.000.000.00PL 20.000.000.000.000.000.000.000.000.000.000.000.00part UDL0.000.000.000.000.000.000.000.000.000.000.000.00FEM156.80156.80356.73356.73374.50374.5082.9382.930.000.000.000.00Live loadCant1102.312532.162632.79583.040.000.00UDL183.72183.72388.69388.69438.80438.8097.1797.170.000.000.000.00PL 10.000.0050.0050.000.000.000.000.000.000.000.000.00PL 20.000.000.000.000.000.000.000.000.000.000.000.00part UDL0.000.000.000.000.000.000.000.000.000.000.000.00FEM183.72183.72438.69438.69438.80438.8097.1797.170.000.000.000.00Imposed loadCant453.751060.001083.75240.000.000.00UDL75.6375.63160.00160.00180.63180.6340.0040.000.000.000.000.00PL 10.000.0025.0025.000.000.000.000.000.000.000.000.00PL 20.000.000.000.000.000.000.000.000.000.000.000.00part UDL0.000.000.000.000.000.000.000.000.000.000.000.00FEM75.6375.63185.00185.00180.63180.6340.0040.000.000.000.000.00Moment DistributionHiColSUPT 1LoColHiColSUPT 2LoColHiColSUPT 3LoColHiColSUPT 4LoColHiColSUPT 5LoColHiColSUPT 6LoColHiColSUPT 7LoColMin load-156.80156.80-356.73356.73-374.50374.50-82.9382.930.000.000.000.0018.24120.3218.2414.9998.9071.0614.991.577.467.161.57-19.36-88.11-164.74-19.36-7.89-67.150.00-7.890.000.000.000.000.000.000.0049.4560.163.7335.53-44.063.58-33.58-82.370.000.000.000.00-5.75-37.95-5.75-4.79-31.60-22.71-4.790.763.583.440.761.999.0616.951.997.8466.700.007.840.000.000.000.000.000.000.00-15.80-18.971.79-11.354.531.7233.358.470.000.000.000.001.8412.131.841.298.506.111.290.602.862.750.60-2.33-10.60-19.81-2.33-0.81-6.860.00-0.810.000.000.000.000.000.000.004.256.061.433.05-5.301.37-3.43-9.910.000.000.000.00-0.49-3.26-0.49-0.56-3.71-2.66-0.560.200.940.910.200.140.621.160.140.948.020.000.940.000.000.000.000.000.000.00-1.85-1.630.47-1.330.310.454.010.580.000.000.000.000.221.420.220.090.570.410.090.090.430.410.09-0.30-1.35-2.52-0.30-0.06-0.470.00-0.060.000.000.000.000.000.000.000.290.710.210.21-0.670.21-0.24-1.260.000.000.000.00-0.03-0.22-0.03-0.07-0.46-0.33-0.070.040.200.190.040.000.010.020.000.121.020.000.120.000.000.000.000.000.000.00-0.23-0.110.10-0.160.000.090.510.010.000.000.000.000.030.180.030.000.010.000.000.010.070.060.01-0.04-0.18-0.34-0.04-0.00-0.010.00-0.000.000.000.000.000.000.000.00Sum14.04-28.0714.0410.94275.23-297.1210.943.28398.21-404.763.28-19.89291.38-251.60-19.890.15-0.290.000.150.000.000.000.000.000.000.00ProjectSpreadsheets to BS 8110LocationD&D: Main beam Grids C to H, from grid 1 to 3ANALYSIS IIWIDE BEAM (Analysis & Design) to BS 8110:2005Made by rmw Job No R68Originated from RCC43 v3.4 on CD 2006 TCCDate24-May-07Imposed on-75.6375.63-180.63180.630.000.00Odd Spans8.8058.038.80-5.67-37.41-26.88-5.6716.0075.8272.8116.00-11.99-54.59-102.06-11.990.000.000.000.000.000.000.000.000.000.000.00-18.7029.0237.91-13.44-27.2936.410.00-51.030.000.000.000.002.1814.352.18-5.02-33.11-23.79-5.023.6117.1016.423.61-2.42-11.00-20.57-2.424.8541.320.004.850.000.000.000.000.000.000.00-16.557.188.55-11.89-5.508.2120.66-10.290.000.000.000.001.9312.701.93-1.18-7.78-5.59-1.181.547.307.011.54-1.92-8.72-16.31-1.920.988.330.000.980.000.000.000.000.000.000.00-3.896.353.65-2.79-4.363.514.16-8.160.000.000.000.000.452.980.45-0.75-4.95-3.55-0.750.633.002.880.63-0.51-2.32-4.33-0.510.786.600.000.780.000.000.000.000.000.000.00-2.471.491.50-1.78-1.161.443.30-2.170.000.000.000.000.291.900.29-0.22-1.48-1.06-0.220.261.231.180.26-0.31-1.43-2.68-0.310.211.750.000.210.000.000.000.000.000.000.00-0.740.950.62-0.53-0.720.590.88-1.340.000.000.000.000.090.570.09-0.12-0.77-0.56-0.120.110.520.500.11-0.10-0.44-0.83-0.100.131.090.000.130.000.000.000.000.000.000.00-0.390.280.26-0.28-0.220.250.54-0.420.000.000.000.000.050.300.05-0.04-0.27-0.19-0.040.040.210.200.04-0.05-0.24-0.45-0.050.040.340.000.040.000.000.000.000.000.000.00Sum13.77-27.5413.77-13.0035.13-9.13-13.0022.1974.48-118.8622.19-17.30152.28-117.69-17.306.98-13.960.006.980.000.000.000.000.000.000.00Imposed on-185.00185.00-40.0040.000.000.00Even Spans00013.869762012191.512295864565.748180111213.8697620121-16.3825423312-77.6597567379-74.5751585996-16.38254233122.655491489412.08809322622.60092379522.6554914894-3.8055321851-32.38893562990-3.8055321851000000045.75614793220-38.829878368932.87409005566.044046613-37.2875792998-16.194467814911.30046189760000-5.3217375048-35.1126729227-5.32173750482.911141469919.207628744213.79996668492.9111414699-3.4463676834-16.3371514939-15.6882498079-3.44636768343.550528023716.16239928630.21859178143.5505280237-1.0751067864-9.15024832480-1.075106786400000009.6038143721-17.5563364614-8.1685757476.89998334248.081199643-7.844124904-4.575124162415.10929589070000-1.1169860542-7.3698422638-1.11698605421.928640054712.72511230869.14251979041.9286400547-1.3266479158-6.28883798-6.0390491738-1.32664791580.8244802553.75312601287.01716254360.824480255-1.4374727951-12.23435030040-1.437472795100000006.3625561543-3.6849211319-3.144418994.57125989521.8765630064-3.0195245869-6.11717515023.50858127180000-0.7400066492-4.8825428559-0.74000664920.5120071473.37820861512.42711721280.512007147-0.5709823331-2.7066830164-2.599175219-0.57098233310.60656070982.7611319555.16244636250.6065607098-0.3338004738-2.84098032410-0.333800473800000001.6891043075-2.4412714279-1.35334150821.21355860641.3805659775-1.2995876095-1.4204901622.58122318120000-0.1964538133-1.296196681-0.19645381330.28448853161.87704725241.34858862040.2844885316-0.2297208422-1.0889680224-1.0457148772-0.22972084220.18057858430.82201384211.53690676080.1805785843-0.2455731973-2.09007678660-0.245573197300000000.9385236262-0.6480983405-0.54448401120.67429431020.4110069211-0.5228574386-1.04503839330.76845338040000-0.1091563999-0.7202108265-0.10915639990.08940991030.58992404870.42383848250.0894099103-0.0961080722-0.4555904303-0.4374946565-0.09610807220.10408835090.47382177460.88589735540.1040883509-0.0731093518-0.62223467680-0.073109351800000000.2949620243-0.3601054132-0.22779521520.21191924120.2369108873-0.2187473282-0.31111733840.44294867770000-0.0343060012-0.2263500219-0.03430600120.04407590160.29081154730.20893727790.0440759016-0.0397458302-0.1884110195-0.1809274488-0.03974583020.03517627780.16012633720.29938577380.0351762778-0.0421413862-0.35866590520-0.04214138620000000Sum-7.5215.04-7.5219.64104.89-144.1719.64-22.09126.72-82.54-22.097.96-13.97-1.947.96-7.0114.030.00-7.010.000.000.000.000.000.000.00Live on-183.72183.72-438.80438.800.000.00Odd Spans21.37140.9821.37-13.77-90.88-65.29-13.7738.86184.20176.8838.86-29.13-132.61-247.93-29.130.000.000.000.000.000.000.000.000.000.000.00-45.4470.4992.10-32.65-66.3088.440.00-123.970.000.000.000.005.2834.875.28-12.19-80.43-57.78-12.198.7641.5439.898.76-5.87-26.73-49.97-5.8711.79100.380.0011.790.000.000.000.000.000.000.00-40.2117.4320.77-28.89-13.3619.9450.19-24.990.000.000.000.004.6830.864.68-2.86-18.90-13.58-2.863.7417.7417.033.74-4.66-21.19-39.63-4.662.3820.230.002.380.000.000.000.000.000.000.00-9.4515.438.87-6.79-10.608.5210.12-19.810.000.000.000.001.107.251.10-1.82-12.02-8.64-1.821.547.307.011.54-1.24-5.63-10.53-1.241.8916.040.001.890.000.000.000.000.000.000.00-6.013.633.65-4.32-2.823.508.02-5.260.000.000.000.000.704.610.70-0.55-3.60-2.59-0.550.632.992.880.63-0.77-3.48-6.51-0.770.504.260.000.500.000.000.000.000.000.000.00-1.802.311.50-1.29-1.741.442.13-3.260.000.000.000.000.211.380.21-0.29-1.88-1.35-0.290.271.271.220.27-0.24-1.08-2.02-0.240.312.640.000.310.000.000.000.000.000.000.00-0.940.690.64-0.68-0.540.611.32-1.010.000.000.000.000.110.720.11-0.10-0.66-0.47-0.100.110.510.490.11-0.13-0.58-1.09-0.130.100.820.000.100.000.000.000.000.000.000.00Sum33.45-66.8933.45-31.5885.34-22.18-31.5853.91180.94-288.7653.91-42.03369.95-285.90-42.0316.96-33.920.0016.960.000.000.000.000.000.000.00Live on-438.6933333333438.6933333333-97.173333333397.173333333300Even Spans00032.8895790792217.0045087231155.909666451932.8895790792-38.8481735339-184.1557705362-176.8412157294-38.84817353396.451073991529.366007810454.90517753996.4510739915-9.2449061882-78.68352095690-9.24490618820000000108.50225436160-92.077885268177.954833225914.6830039052-88.4206078647-39.341760478427.452588770000-12.6195176491-83.2632190633-12.61951764916.903234352745.547344212132.72407235066.9032343527-8.2034772339-38.8877399801-37.3431426832-8.20347723398.481797044938.610085482772.18868877068.4817970449-2.6117927532-22.22900326360-2.6117927532000000022.773672106-41.6316095317-19.443869990116.362036175319.3050427414-18.6715713416-11.114501631836.09434438530000-2.6487261372-17.4762198315-2.64872613724.578931706730.211661362521.70595474584.5789317067-3.1584725956-14.9724144444-14.3777192811-3.15847259561.97741658219.001420673516.82981913581.9774165821-3.4339547314-29.22643492250-3.4339547314000000015.1058306812-8.7381099158-7.486207222210.85297737294.5007103367-7.1888596405-14.61321746128.41490956790000-1.7569063243-11.5920180327-1.75690632431.2163644198.02553789265.76605040741.216364419-1.3596348046-6.4452089328-6.1892091678-1.35963480461.44738075496.588638513212.31867707891.4473807549-0.8005802299-6.81374910810-0.800580229900000004.0127689463-5.7960090163-3.22260446642.88302520373.2943192566-3.0946045839-3.40687455416.15933853940000-0.4667111189-3.0793467084-0.46671111890.67614066324.46115689363.20517526280.6761406632-0.5470303087-2.5931409085-2.4901429343-0.54703030870.4316155631.96476214823.67348586380.431615563-0.5859890263-4.98736048690-0.585989026300000002.2305784468-1.5396733542-1.29657045421.60258763140.9823810741-1.2450714672-2.49368024351.83674293190000-0.2594307763-1.7117168942-0.25943077630.21263798181.40297936511.00798847980.2126379818-0.22891005-1.0851245451-1.0420240605-0.228910050.24820558371.12985948072.11248106250.2482055837-0.1747446086-1.48725371480-0.174744608600000000.7014896826-0.8558584471-0.54256227250.50399423990.5649297403-0.5210120302-0.74362685741.05624053130000-0.0815878111-0.5383140604-0.08158781110.10484195990.69174427370.49699252620.1048419599-0.0946577965-0.4487155474-0.4308928398-0.09465779650.08395594510.38217681930.71455017820.0839559451-0.1004889334-0.85526266440-0.10048893340000000Sum-17.8335.67-17.8346.58248.78-341.9546.58-52.44300.26-195.38-52.4419.12-32.10-6.1419.12-16.9533.900.00-16.950.000.000.000.000.000.000.00Elastic Support Moments(3.2.1.2.2)Support1234567LeftRightLeftRightLeftRightLeftRightLeftRightAll spans59.30609.35661.24879.41888.90629.23543.64-0.310.000.000.000.00Odd Spans94.97360.57319.30579.14693.52661.33537.50-34.220.000.000.000.00Even Spans-7.59524.01639.07698.47600.14259.28257.7433.610.000.000.000.00Imposed all-12.50140.02153.30201.20201.40138.31119.630.060.000.000.000.00Imposed odd-27.5435.139.1374.48118.86152.28117.69-13.960.000.000.000.00Imposed even15.04104.89144.17126.7282.54-13.971.9414.030.000.000.000.00Reverse7.590.000.000.000.000.000.0034.220.000.000.000.00Redistribution(3.2.2.1)method1b -110.851111b +111.151111Max M94.97661.24755.57661.3333.610.000.00Dead only28.07275.23297.12398.21404.76291.38251.60-0.290.000.000.000.00All spans59.30609.35661.24755.57755.57629.23543.64-0.310.000.000.000.00Odd Spans94.97360.57319.30666.02755.57661.33537.50-34.220.000.000.000.00Even Spans-7.59524.01639.07755.57690.17259.28257.7433.610.000.000.000.00Reverse7.590.000.000.000.000.000.0034.220.000.000.000.00Total Ultimate LoadsSpan123UDLPL1PL2ptUDUDLPL1PL2ptUDUDLPL1PL2ptUDDead only342.1000497.62500528.7000All spans742.940001080.6475001148.18000Odd Spans742.94000497.625001148.18000Even Spans342.10001080.647500528.7000Imposed all1650002402500255000Imposed odd1650000000255000Imposed even000024025000000Span456Dead only248.800000000000All spans540.3200000000000Odd Spans248.800000000000Even Spans540.3200000000000Imposed all12000000000000Imposed odd000000000000Imposed even12000000000000Elastic ShearsSpan123All spans271.46471.48550.55605.09604.64543.54Odd Spans323.18419.76228.82293.78577.88570.30Even Spans74.39267.71570.39585.25304.45224.25Imposed all54.77110.23126.51138.49134.92120.08Imposed odd71.1193.89-8.178.17123.57131.43Imposed even-16.3416.34134.68130.3211.35-11.35Span456All spans406.15134.170.000.000.000.00Odd Spans267.33-18.530.000.000.000.00Even Spans326.19214.130.000.000.000.00Imposed all89.8930.110.000.000.000.00Imposed odd32.91-32.910.000.000.000.00Imposed even56.9863.020.000.000.000.00ProjectSpreadsheets to BS 8110LocationD&D: Main beam Grids C to H, from grid 1 to 3ANALYSIS IIIWIDE BEAM (Analysis & Design) to BS 8110:2005Made by rmw Job No R68Originated from RCC43 v3.4 on CD 2006 TCCDate24-May-07Redistributed ShearsSpan123Dead only126.11215.99248.66273.94277.69251.01All spans271.46471.48566.03589.61588.95559.23Odd Spans323.18419.76217.96304.64585.18563.00Even Spans74.39267.71563.26592.38315.04213.66Span456Dead only187.3761.430.000.000.000.00All spans406.15134.170.000.000.000.00Odd Spans267.33-18.530.000.000.000.00Even Spans326.19214.130.000.000.000.00Imposed ReactionsSupport1234567All spans54.77236.74273.41209.9730.110.000.00Odd Spans71.1185.72131.74164.34-32.910.000.00Even Spans-16.34151.02141.6745.6363.020.000.00SPAN MOMENTSSPAN 1Left< >PL1< >PL2< >RightLoadings00Elastic VAll271.460271.460271.46100471.48135.08000Odd323.180323.180323.18100419.76135.08000Even74.39074.39074.39100267.7162.2000Redist VAll271.460271.460271.46100471.485.5Odd323.180323.180323.18100419.76Even74.39074.39074.39100267.71Elastic X-All0.0000.0000.0000.0002.010Odd0.0000.0000.0000.0002.393Even0.0000.0000.0000.0001.196Redist X-All0.0000.0000.0000.0002.010Odd0.0000.0000.0000.0002.393(3.2.2.1b)Even0.0000.0000.0000.0001.196MaxElastic MAll59.30-59.30-59.30-59.30-59.30213.47609.35213.47Odd94.97-94.97-94.97-94.97-94.97291.64360.57291.64Even-7.597.597.597.597.5952.08524.0152.08bRedist MAll59.30-59.30-59.30-59.30-59.30213.47609.35213.471.000Odd94.97-94.97-94.97-94.97-94.97291.64360.57291.641.000Even-7.597.597.597.597.5952.08524.0152.081.000SPAN 2Left< >PL1< >PL2< >RightLoadings00Elastic VAll550.55010.230-64.770605.09135.087500Odd228.82100-19.980-44.980293.7862.22500Even570.39030.070-44.930585.25135.087500Redist VAll566.03025.710-49.290589.618Odd217.96100-30.840-55.840304.64Even563.26022.940-52.060592.38Elastic X-All0.0004.0000.0000.0003.521Odd3.6794.0000.0000.0003.277Even0.0004.0000.0000.0003.667Redist X-All0.0004.0000.0000.0003.635Odd3.5044.0000.0000.0003.102(3.2.2.1b)Even0.0004.0000.0000.0003.615MaxElastic MAll661.24-661.24460.31-661.24-661.24439.88879.41460.31Odd319.30101.5998.38-319.30-319.3096.57579.14101.59Even639.07-639.07561.87-639.07-639.07544.40698.47561.87bRedist MAll661.24-661.24522.24-661.24-661.24503.86755.57522.241.135Odd319.3062.5954.94-319.30-319.3057.57666.0271.110.700Even639.07-639.07533.32-639.07-639.07514.45755.57533.320.949SPAN 3Left< >PL1< >PL2< >RightLoadings00Elastic VAll604.640604.640604.64100543.54135.08000Odd577.880577.880577.88100570.30135.08000Even304.450304.450304.45100224.2562.2000Redist VAll588.950588.950588.95100559.238.5Odd585.180585.180585.18100563.00Even315.040315.040315.04100213.66Elastic X-All0.0000.0000.0000.0004.476Odd0.0000.0000.0000.0004.278Even0.0000.0000.0000.0004.895Redist X-All0.0000.0000.0000.0004.360Odd0.0000.0000.0000.0004.332(3.2.2.1b)Even0.0000.0000.0000.0005.065MaxElastic MAll888.90-888.90-888.90-888.90-888.90464.33629.23464.33Odd693.52-693.52-693.52-693.52-693.52542.57661.33542.57Even600.14-600.14-600.14-600.14-600.14144.96259.28144.96bRedist MAll755.57-755.57-755.57-755.57-755.57528.36629.23528.361.138Odd755.57-755.57-755.57-755.57-755.57511.95661.33511.950.944Even690.17-690.17-690.17-690.17-690.17107.68259.28107.680.743ProjectSpreadsheets to BS 8110LocationD&D: Main beam Grids C to H, from grid 1 to 3ANALYSIS IVWIDE BEAM (Analysis & Design) to BS 8110:2005Made by rmw Job No R68Originated from RCC43 v3.4 on CD 2006 TCCDate24-May-07SPAN 4Left< >PL1< >PL2< >RightLoadings00Elastic VAll406.150406.150406.15100134.17135.08000Odd267.330267.330267.33100-18.5362.2000Even326.190326.190326.19100214.13135.08000Redist VAll406.150406.150406.15100134.174Odd267.330267.330267.33100-18.53Even326.190326.190326.19100214.13Elastic X-All0.0000.0000.0000.0003.007Odd0.0000.0000.0000.0004.000Even0.0000.0000.0000.0002.415Redist X-All0.0000.0000.0000.0003.007Odd0.0000.0000.0000.0004.000(3.2.2.1b)Even0.0000.0000.0000.0002.415MaxElastic MAll543.64-543.64-543.64-543.64-543.6466.95-0.3166.95Odd537.50-537.50-537.50-537.50-537.5034.22-34.2234.22Even257.74-257.74-257.74-257.74-257.74136.1133.61136.11bRedist MAll543.64-543.64-543.64-543.64-543.6466.95-0.3166.951.000Odd537.50-537.50-537.50-537.50-537.5034.22-34.2234.221.000Even257.74-257.74-257.74-257.74-257.74136.1133.61136.111.000SPAN 5Left< >PL1< >PL2< >RightLoadings00Elastic VAll0.001000.001000.001000.000000Odd0.001000.001000.001000.000000Even0.001000.001000.001000.000000Redist VAll0.001000.001000.001000.000Odd0.001000.001000.001000.00Even0.001000.001000.001000.00Elastic X-All0.0000.0000.0000.0000.000Odd0.0000.0000.0000.0000.000Even0.0000.0000.0000.0000.000Redist X-All0.0000.0000.0000.0000.000Odd0.0000.0000.0000.0000.000(3.2.2.1b)Even0.0000.0000.0000.0000.000MaxElastic MAll0.000.000.000.000.000.000.000.00Odd0.000.000.000.000.000.000.000.00Even0.000.000.000.000.000.000.000.00bRedist MAll0.000.000.000.000.000.000.000.000.000Odd0.000.000.000.000.000.000.000.000.000Even0.000.000.000.000.000.000.000.000.000SPAN 6Left< >PL1< >PL2< >RightLoadings00Elastic VAll0.001000.001000.001000.000000Odd0.001000.001000.001000.000000Even0.001000.001000.001000.000000Redist VAll0.001000.001000.001000.000Odd0.001000.001000.001000.00Even0.001000.001000.001000.00Elastic X-All0.0000.0000.0000.0000.000Odd0.0000.0000.0000.0000.000Even0.0000.0000.0000.0000.000Redist X-All0.0000.0000.0000.0000.000Odd0.0000.0000.0000.0000.000(3.2.2.1b)Even0.0000.0000.0000.0000.000MaxElastic MAll0.000.000.000.000.000.000.000.00Odd0.000.000.000.000.000.000.000.00Even0.000.000.000.000.000.000.000.00bRedist MAll0.000.000.000.000.000.000.000.000.000Odd0.000.000.000.000.000.000.000.000.000Even0.000.000.000.000.000.000.000.000.000

Notes4Diameter SelectionProject & locationSpreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3SPAN1spans8086WIDE BEAM (Analysis & Design) to BS 8110:2005 Originated from RCC43 v3.4 on CD 2006 TCC1028.274333882388by1250.26548245741010Span5.50 mh375Top cover35mm to main steelJob NoR681678.53981633971212Tbeambw1200Btm cover50mm to main steelbyrmw20113.09733552921616hf125Side cover45mm to main steelDate24-May-0725201.06192982972020032314.1592653592525MAIN STEELLEFT.25LSPANRIGHTBS8110 Ref490.873852123432M CLkNm95.0609.3M facekNm48.0214.7291.6540.1b1.00011.0001.00032dmm332.0327.5315.0324.0000Sort dias and legsbfmm1200.01200.01900.01200.03.4.1.5LEFTSPANRIGHTK'0.1560.1560.1560.156Fig 3.3guess d324309324Web MreskNm824.2802.0741.9784.9Fig 3.3Web Mres784.9265472713.9305332784.9265472Flange MreskNm~~~~~~1071.4~~~Fig 3.3Flange Mres~~~1045.9816666667~~~K0.0090.0420.0390.1073.4.4.4K web =-0.0216479676K0.00952795660.04018941310.107196547K web =-0.0204501725zmm315.4311.1299.3279.23.4.4.4Outstand MOR =394.7416666667z307.8293.55279.2202830318Outstand MOR =385.3616666667xmm36.936.435.099.53.4.4.4x3634.333333333399.5104821515d'mm58.060.047.558.0000d'62.547.562.5net fscN/mm0.00.00.0274.1Fig 3.3net fsc0.0010.001242.4811574611Excess MkNm0.00.00.00.0Excess M000As' reqmm0000As' req000fstN/mm434.8434.8434.8434.8Fig 3.3fst434.7826086957434.7826086957434.7826086957As reqmm350158722414449As req358.74862912122285.00927073524449.3126779578bw/b~~~~~~0.6~~~Min %%0.26%0.26%0.13%0.26%Table 3.25Actual L/d17.799352750800.31553398060.1763124437Min Asmm1170117058511701.09516837481.0555085329DEFLECTIONAs11702285.00927073524449.312677957811fsN/mm97.8330.3313.5Eqn 811% T0.30092592590.61623766741.1443705447Base ratio23.3100.03.4.6.3/40Tens Mod1.00.8Table 3.101587Min No (S)999Comp Mod1.11.1Table 3.1100.420Min No (V)656Perm L/d27.786.33.4.6.301.1Actual L/dok17.5ok0.03.4.5.1S max150150150TENSION STEELRequired685.50278122061604.4442315528685.5027812206Asmm117022414449 1ammok16ok20ok32As/bar130253.8899189706494.3680753286 1bmm121625f Tens a162032 2mm000f Tens b121625Max No/layer272517Sno999No 1a241SNo(1)999No 1b758No (b) prov7587.2715.1818.900=mm119422624731No (b)758No 2ok0ok0ok0No (a)241As provmm119422624731= %%ok0.300ok0.598ok1.217As'/bar114.2504635368320.8888463106114.2504635368Clear distmm123.0117.5108.5between barsf Comp a162516Min Smmok25.0ok25.0ok32.03.12.11.1f Comp b122012Max Smmok300.0ok142.3ok149.9Table 3.28Sno656COMPRESSION STEEL7.590.00SNo(1)656Requiredmm6721587672Table 3.25No (b) prov5456.0704.9076.070 1ammok16ok25ok16No (b)545 1bmm122012No (a)111 2mm000Max No/layer272227% C0.17631244370.43269801280.1763124437No 1a111V at d259.1514606317407.4507779303No 1b545v0.66654182261.0479701078=mm7671748767vc0.52214248310.8150007955No 2ok0ok0ok0(v-vc)bv480480.0480As' provmm7671748767= %%ok0.192ok0.462ok0.197Clear distmm204.8248.8204.8between barsMin Smmok25.0ok25.0ok25.03.12.11.1SHEARV at clkN323.2471.5V at dkN258.1407.53.4.5.10vN/mm0.6481.048Eqn 3vcN/mm0.518Nominal0.832Table 3.8(v-vc)bvN/mm480.0480.0480.0Table 3.7Link mmok10ok10ok103.12.7.1Legsok6ok5ok6@mm2131782133.12.7.1Adjust tomm200175200for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm800~~~800from faceAs Distmmok139.0ok137.5ok140.53.4.5.5As' Distmmok0.0ok0.0ok0.03.12.7.2Project & locationSpreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3SPAN2WIDE BEAM (Analysis & Design) to BS 8110:2005 Originated from RCC43 v3.4 on CD 2006 TCCbySpan8.000 mh375Top cover35mm to main steelJob NoR68Tbeambw1200Btm cover50mm to main steelbyrmwhf125Side cover45mm to main steelDate24-May-070MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm661.2755.6M facekNm577.9181.1533.3668.6b1.0000.8590.9490.859dmm324.0330.0309.0324.0000Sort dias and legsbfmm1200.01200.02100.01200.03.4.1.5LEFTSPANRIGHTK'0.1560.1470.1560.147Fig 3.3guess d324309324Web MreskNm784.9766.5713.9738.9Fig 3.3Web Mres784.9265472713.9305332738.8800646976Flange MreskNm~~~~~~1156.1~~~Fig 3.3Flange Mres~~~1156.085~~~K0.1150.0350.0660.1333.4.4.4K web =0.0082606944K0.11468065890.06649596320.1326977359K web =0.0082606944zmm275.4313.5293.6265.83.4.4.4Outstand MOR =495.465z275.4356555211293.55265.7599926927Outstand MOR =495.465xmm107.936.734.3129.43.4.4.4x107.920765508834.3333333333129.4222384608d'mm60.066.045.060.0000d'62.547.562.5net fscN/mm293.00.00.0357.6Fig 3.3net fsc276.74332526820.001344.0925103625Excess MkNm0.00.00.00.0Excess M000As' reqmm0000As' req000fstN/mm434.8434.8434.8434.8Fig 3.3fst434.7826086957434.7826086957434.7826086957As reqmm4825132941795787As req4825.35326742854178.66232601595786.7271260571bw/b~~~~~~0.6~~~Min %%0.26%0.26%0.13%0.26%Table 3.25Actual L/d025.88996763750.31553398060.4203869204Min Asmm1170117058511701.09516837481.1229062472DEFLECTIONAs48255448.214488761557871.30381784021fsN/mm318.8273.9383.8Eqn 81.28184177281% T1.24108880341.46931350831.4883557423Base ratio100.022.83.4.6.3/428.1841772826Tens Mod0.81.0Table 3.101329Min No (S)9910Comp Mod1.11.1Table 3.11As auto-increased0.358Min No (V)656Perm L/d87.026.13.4.6.3by 28.2 %1.1Actual L/d0.0ok25.9ok3.4.5.1S max150142.8869089588130.2844153682TENSION STEELRequired1634.46434662841512.55879277571634.4643466284Asmm482553565787 1ammok32ok32ok32As/bar536.1503630476605.3571654179578.6727126057 1bmm252525f Tens a323232 2mm000f Tens b252525Max No/layer171717Sno9910No 1a233SNo(1)9910No 1b767No (b) prov7677.7006.0057.198=mm504553585849No (b)767No 2ok0ok0ok0No (a)233As provmm504553585849= %%ok1.297ok1.445ok1.504As'/bar272.4107244381302.5117585551272.4107244381Clear distmm107.6106.892.1between barsf Comp a202020Min Smmok32.0ok32.0ok32.03.12.11.1f Comp b161616Max Smmok147.4ok171.6ok122.4Table 3.28Sno666COMPRESSION STEEL0.000.00SNo(1)666Requiredmm125413291254Table 3.25No (b) prov5455.5824.9175.582 1ammok20ok20ok20No (b)545 1bmm161616No (a)121 2mm000Max No/layer252525% C0.42038692040.40791768950.4203869204No 1a121V at d502.0017796951528.3546064285No 1b545v1.29115684081.3589367449=mm131914331319vc0.83734306360.889620375No 2ok0ok0ok0(v-vc)bv544.5765326314480.0563.1796439118As' provmm131914331319= %%ok0.339ok0.386ok0.339Clear distmm200.0199.2200.0between barsMin Smmok25.0ok25.0ok25.03.12.11.1SHEARV at clkN566.0592.4V at dkN502.0528.43.4.5.10vN/mm1.2911.359Eqn 3vcN/mm0.850Nominal0.893Table 3.8(v-vc)bvN/mm529.6480.0559.4Table 3.7Link mmok10ok10ok103.12.7.1Legsok6ok5ok6@mm1931781833.12.7.1Adjust tomm175175175for (UDL only)mm593~~~664from cl4.000for (with PL)mm4000~~~4000- = -75.00Adjust tomm875~~~875from faceAs Distmmok139.6ok138.8ok124.13.4.5.5As' Distmmok0.0ok199.2ok0.03.12.7.2Project & locationSpreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3SPAN3WIDE BEAM (Analysis & Design) to BS 8110:2005 Originated from RCC43 v3.4 on CD 2006 TCCbySpan8.50 mh375Top cover35mm to main steelJob NoR68Tbeambw1200Btm cover50mm to main steelbyrmwhf125Side cover45mm to main steelDate24-May-070MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm755.6661.3M facekNm669.3161.1528.4578.4b0.8500.850.9741.000dmm324.0330.0309.0324.0000Sort dias and legsbfmm1200.01200.02200.01200.03.4.1.5LEFTSPANRIGHTK'0.1440.1440.1560.156Fig 3.3guess d324309324Web MreskNm727.9755.1713.9784.9Fig 3.3Web Mres727.8615936713.9305332784.9265472Flange MreskNm~~~~~~1211.1~~~Fig 3.3Flange Mres~~~1211.1366666667~~~K0.1330.0310.0630.1153.4.4.4K web =-0.0048341513K0.13282971760.06288273030.1147876603K web =-0.0048341513zmm265.7313.5293.6275.43.4.4.4Outstand MOR =550.5166666667z265.6857837004293.55275.3806302055Outstand MOR =550.5166666667xmm129.636.734.3108.03.4.4.4x129.587147332534.3333333333108.0430439879d'mm60.066.045.060.0000d'62.547.562.5net fscN/mm358.00.00.0293.4Fig 3.3net fsc344.52269137880.001277.2021282767Excess MkNm0.00.00.00.0Excess M000As' reqmm0000As' req000fstN/mm434.8434.8434.8434.8Fig 3.3fst434.7826086957434.7826086957434.7826086957As reqmm5794118241404831As req5794.10053153294139.77533330974830.8205827864bw/b~~~~~~0.5~~~Min %%0.26%0.26%0.13%0.26%Table 3.25Actual L/d027.50809061490.31553398060.4419764945Min Asmm1170117058511701.09516837481.1284077608DEFLECTIONAs57945728.015368338348311.38365367861fsN/mm388.5236.8319.2Eqn 81.38157789631% T1.49025219431.54477221371.2424950059Base ratio100.022.63.4.6.3/438.1577896313Tens Mod0.71.1Table 3.101182Min No (S)1099Comp Mod1.11.1Table 3.11As auto-increased0.319Min No (V)656Perm L/d73.728.33.4.6.3by 38.2 %1.1Actual L/d0.0ok27.5ok3.4.5.1S max129146.3332807389150TENSION STEELRequired1718.40461050151345.81906296011718.4046105015Asmm579457194831 1ammok32ok32ok32As/bar579.4100531533636.4461520376536.7578425318 1bmm252525f Tens a323232 2mm000f Tens b252525Max No/layer171717Sno1099No 1a352SNo(1)1099No 1b747No (b) prov7477.1754.8477.682=mm584959855045No (b)747No 2ok0ok0ok0No (a)352As provmm584959855045= %%ok1.504ok1.614ok1.297As'/bar286.4007684169269.163812592286.4007684169Clear distmm92.1105.0107.6between barsf Comp a202020Min Smmok32.0ok32.0ok32.03.12.11.1f Comp b161616Max Smmok121.0ok198.5ok147.2Table 3.28Sno656COMPRESSION STEEL0.000.00SNo(1)656Requiredmm124211821242Table 3.25No (b) prov5355.6863.4365.686 1ammok20ok20ok20No (b)535 1bmm161616No (a)121 2mm000Max No/layer252525% C0.44197649450.36295012490.4419764945No 1a121V at d524.92513639498.9753501982No 1b535v1.35011609151.2833728143=mm131912321319vc0.88999806390.8376591917No 2ok0ok0ok0(v-vc)bv552.1416332167480.0534.8563470551As' provmm131912321319= %%ok0.339ok0.332ok0.339Clear distmm200.0253.0200.0between barsMin Smmok25.0ok25.0ok25.03.12.11.1SHEARV at clkN589.0563.0V at dkN524.9499.03.4.5.10vN/mm1.3501.283Eqn 3vcN/mm0.893Nominal0.850Table 3.8(v-vc)bvN/mm548.8480.0520.2Table 3.7Link mmok10ok10ok103.12.7.1Legsok6ok5ok6@mm1871781973.12.7.1Adjust tomm175175175for (UDL only)mm639~~~571from cl0.000for (with PL)mm639~~~0- = -0.00Adjust tomm875~~~875from faceAs Distmmok124.1ok137.0ok139.63.4.5.5As' Distmmok0.0ok0.0ok0.03.12.7.2Project & locationSpreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3SPAN4WIDE BEAM (Analysis & Design) to BS 8110:2005 Originated from RCC43 v3.4 on CD 2006 TCCbySpan4.000 mh375Top cover35mm to main steelJob NoR68Tbeambw1200Btm cover50mm to main steelbyrmwhf125Side cover45mm to main steelDate24-May-070MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm543.633.6M facekNm498.1301.3136.13.0b1.00011.0001.000dmm327.5327.5317.0332.0000Sort dias and legsbfmm1200.01200.01650.01200.03.4.1.5LEFTSPANRIGHTK'0.1560.1560.1560.156Fig 3.3guess d324309324Web MreskNm802.0802.0751.4824.2Fig 3.3Web Mres784.9265472713.9305332784.9265472Flange MreskNm~~~~~~937.8~~~Fig 3.3Flange Mres~~~908.3525~~~K0.0970.0590.0210.0013.4.4.4K web =-0.0248093522K0.09885140610.02159802760.0005977993K web =-0.0243563326zmm287.4304.6301.2315.43.4.4.4Outstand MOR =255.7725z283.301162377293.55307.8Outstand MOR =247.7325xmm89.250.935.236.93.4.4.4x90.441861384534.333333333336d'mm55.058.047.555.0000d'62.547.562.5net fscN/mm250.30.00.00.0Fig 3.3net fsc198.39715928460.0010.001Excess MkNm0.00.00.00.0Excess M000As' reqmm0000As' req000fstN/mm434.8434.8434.8434.8Fig 3.3fst434.7826086957434.7826086957434.7826086957As reqmm39862275103922As req4043.8365062251066.401476957422.5084636106bw/b~~~~~~0.7~~~Min %%0.26%0.26%0.13%0.26%Table 3.25Actual L/d012.94498381880.31553398060.0822840646Min Asmm1170117058511701.09516837481.0266958083DEFLECTIONAs40441066.4014769574117011fsN/mm326.9313.36.1Eqn 811% T1.04008140590.28759478880.3009259259Base ratio100.024.03.4.6.3/40Tens Mod0.81.3Table 3.102275Min No (S)999Comp Mod1.01.2Table 3.1100.598Min No (V)656Perm L/d83.437.93.4.6.301.2Actual L/d0.0ok12.6ok3.4.5.1S max150150150TENSION STEELRequired319.92044308722251.1906663454319.9204430872Asmm398610391170 1ammok25ok16ok16As/bar449.3151673583118.4890529953130 1bmm201212f Tens a251616 2mm000f Tens b201212Max No/layer222727Sno999No 1a712SNo(1)999No 1b287No (b) prov2872.4418.7547.271=mm406411061194No (b)287No 2ok0ok0ok0No (a)712As provmm406411061194= %%ok1.034ok0.291ok0.300As'/bar53.3200738479450.238133269153.3200738479Clear distmm110.6123.5123.0between barsf Comp a102510Min Smmok25.0ok25.0ok25.03.12.11.1f Comp b8208Max Smmok143.8ok150.0ok300.0Table 3.28Sno656COMPRESSION STEEL0.0034.22SNo(1)656Requiredmm3122275312Table 3.25No (b) prov5155.6371.0165.637 1ammok10ok25ok10No (b)505 1bmm808No (a)151 2mm000Max No/layer322232% C0.08228406460.60711722390.0822840646No 1a151V at d342.1206122489150.0999738989No 1b505v0.87993984630.3860596036=mm3302454330vc0.7894505310.5221424831No 2ok0ok0ok0(v-vc)bv480480.0480As' provmm3302454330= %%ok0.084ok0.645ok0.083Clear distmm210.0243.8210.0between barsMin Smmok25.0ok25.0ok25.03.12.11.1SHEARV at clkN406.1214.1V at dkN341.6149.03.4.5.10vN/mm0.8690.374Eqn 3vcN/mm0.786Nominal0.518Table 3.8(v-vc)bvN/mm480.0480.0480.0Table 3.7Link mmok10ok10ok103.12.7.1Legsok6ok5ok6@mm2131782133.12.7.1Adjust tomm200175200for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm400~~~400from faceAs Distmmok135.6ok139.5ok139.03.4.5.5As' Distmmok0.0ok0.0ok0.03.12.7.2Project & locationSpreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3SPAN5WIDE BEAM (Analysis & Design) to BS 8110:2005 Originated from RCC43 v3.4 on CD 2006 TCCbySpan0.00 mh0Top cover35mm to main steelJob NoR680beambw0Btm cover50mm to main steelbyrmwhf0Side cover45mm to main steelDate24-May-07SPAN 5 IS NON-EXISTENT!MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm0.00.0M facekNm0.00.00.00.0b1.0001~1.000dmm0.00.00.00.0000Sort dias and legsbfmm0.00.00.00.03.4.1.5LEFTSPANRIGHTK'0.1560.1560.1560.156Fig 3.3guess d-51-66-51Web MreskNm0.00.00.00.0Fig 3.3Web Mres000Flange MreskNm~~~~~~0.0~~~Fig 3.3Flange Mres~~~0~~~K0.0000.0000.0000.0003.4.4.4K web =0K000K web =0zmm0.00.00.00.03.4.4.4Outstand MOR =0z000Outstand MOR =0xmm0.00.00.00.03.4.4.4x000d'mm0.00.00.00.0000d'62.547.562.5net fscN/mm0.00.00.00.0Fig 3.3net fsc000Excess MkNm0.00.00.00.0Excess M0.00100.001As' reqmm0000As' req000fstN/mm0.00.00.00.0Fig 3.3fst000As reqmm0000As req000bw/b~~~~~~0.0~~~Min %%0.26%0.00%0.00%0.26%Table 3.25Actual L/d0000Min Asmm000000DEFLECTIONAs00001fsN/mm0.00.00.0Eqn 801% T000Base ratio100.00.03.4.6.3/40Tens Mod0.00.0Table 3.100Min No (S)000Comp Mod0.00.0Table 3.1100.000Min No (V)030Perm L/d0.00.03.4.6.300.0Actual L/d0.000.003.4.5.1S max1500150TENSION STEELRequired000Asmm000 1amm000000As/bar000 1bmm000f Tens a000 2mm000f Tens b000Max No/layer000Sno000No 1a000SNo(1)000No 1b000No (b) prov0000.0000.0000.000=mm000No (b)000No 2000000No (a)000As provmm000= %%00.00000.00000.000As'/bar000Clear distmm0.00.00.0between barsf Comp a000Min Smm00.000.000.03.12.11.1f Comp b000Max Smm00.000.000.0Table 3.28Sno000COMPRESSION STEEL0.000.00SNo(1)000Requiredmm000Table 3.25No (b) prov0000.0000.0000.000 1amm000000No (b)000 1bmm000No (a)000 2mm000Max No/layer000% C000No 1a000V at d00No 1b000v00=mm000vc00No 2000000(v-vc)bv00.00As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm00.000.000.03.12.11.1SHEARV at clkN~~V at dkN0.00.03.4.5.10vN/mm0.0000.000Eqn 3vcN/mm0.000Nominal0.000Table 3.8(v-vc)bvN/mm0.00.00.0Table 3.7Link mm0100100103.12.7.1Legs000300@mm0003.12.7.1Adjust tomm000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faceAs Distmm00.000.000.03.4.5.5As' Distmm.0.0.0.0.0.03.12.7.2Project & locationSpreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3SPAN6WIDE BEAM (Analysis & Design) to BS 8110:2005 Originated from RCC43 v3.4 on CD 2006 TCCbySpan0.000 mh0Top cover35mm to main steelJob NoR680beambw0Btm cover50mm to main steelbyrmwhf0Side cover45mm to main steelDate24-May-07SPAN 6 IS NON-EXISTENT!MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm0.00.0M facekNm0.00.00.00.0b1.0001~~dmm0.00.00.00.0000Sort dias and legsbfmm0.00.00.00.03.4.1.5LEFTSPANRIGHTK'0.1560.1560.1560.156Fig 3.3guess d-51-66-51Web MreskNm0.00.00.00.0Fig 3.3Web Mres000Flange MreskNm~~~~~~0.0~~~Fig 3.3Flange Mres~~~0~~~K0.0000.0000.0000.0003.4.4.4K web =0K000K web =0zmm0.00.00.00.03.4.4.4Outstand MOR =0z000Outstand MOR =0xmm0.00.00.00.03.4.4.4x000d'mm0.00.00.00.0000d'62.547.562.5net fscN/mm0.00.00.00.0Fig 3.3net fsc000Excess MkNm0.00.00.00.0Excess M0.00100.001As' reqmm0000As' req000fstN/mm0.00.00.00.0Fig 3.3fst000As reqmm0000As req000bw/b~~~~~~0.0~~~Min %%0.26%0.00%0.00%0.26%Table 3.25Actual L/d0000Min Asmm000000DEFLECTIONAs00001fsN/mm0.00.00.0Eqn 801% T000Base ratio100.00.03.4.6.3/40Tens Mod0.00.0Table 3.100Min No (S)000Comp Mod0.00.0Table 3.1100.000Min No (V)030Perm L/d0.00.03.4.6.300.0Actual L/d0.000.003.4.5.1S max15000TENSION STEELRequired000Asmm000 1amm000000As/bar000 1bmm000f Tens a000 2mm000f Tens b000Max No/layer000Sno000No 1a000SNo(1)000No 1b000No (b) prov0000.0000.0000.000=mm000No (b)000No 2000000No (a)000As provmm000= %%00.00000.00000.000As'/bar000Clear distmm0.00.00.0between barsf Comp a000Min Smm00.000.000.03.12.11.1f Comp b000Max Smm00.000.000.0Table 3.28Sno000COMPRESSION STEEL0.000.00SNo(1)000Requiredmm000Table 3.25No (b) prov0000.0000.0000.000 1amm000000No (b)000 1bmm000No (a)000 2mm000Max No/layer000% C000No 1a000V at d00No 1b000v00=mm000vc00No 2000000(v-vc)bv00.00As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm00.000.000.03.12.11.1SHEARV at clkN~~V at dkN0.00.03.4.5.10vN/mm0.0000.000Eqn 3vcN/mm0.000Nominal0.000Table 3.8(v-vc)bvN/mm0.00.00.0Table 3.7Link mm0100100103.12.7.1Legs000300@mm0003.12.7.1Adjust tomm000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faceAs Distmm00.000.000.03.4.5.5As' Distmm.0.0.0.0.0.03.12.7.2

Print Sheet

ProjectSpreadsheets to BS 8110LocationD&D: Main beam Grids C to H, from grid 1 to 3GRAPH DATA IWIDE BEAM (Analysis & Design) to BS 8110:2005Made by rmw Job No R68Originated from RCC43 v3.4 on CD 2006 TCCDate24-May-07LOADING DIAGRAM41.712BEAM02600SUPPORTS005.55.513.513.52222262626262626-156.42156.42-156.42156.42-156.42156.42-156.42156.42-156.42156.420000D UDL005.55.55.513.513.513.52222222626262626262626062.262.2062.262.2062.262.2062.262.20000000L UDL62.292.292.262.292.292.262.292.292.262.292.292.262.2000000D PUDL00005.55.55.55.513.513.513.513.522222222262626262626262692.292.292.292.292.292.292.292.292.292.292.292.292.292.292.292.200000000L PUDL92.292.292.292.292.292.292.292.292.292.292.292.292.292.292.292.200000000PL 1009.59.513.513.522222626262692.292.292.2117.292.292.292.292.2000092.292.2117.2142.292.292.292.292.20000PL 2005.55.513.513.522222626262692.292.292.292.292.292.292.292.2000092.292.292.292.292.292.292.292.20000MOMENT DIAGRAMSSPAN 1at col faceX000.2750.550.8251.11.3751.651.9252.22.4752.753.0253.33.5753.854.1254.44.6754.955.2255.50.155.35M(e) all059.3014226972-10.2427228719-69.5714434411-118.6847390102-157.5826095794-186.2650551486-204.7320757177-212.9836712869-211.019841856-198.8405874252-176.4459079943-143.8358035635-101.0102741326-47.969319701815.28705972988.7588641599172.4460935907266.3487480216370.4668274524484.8003318833609.349261314120.1018773868540.1471066246M(e) odd094.967182331111.2005651573-62.3506270164-125.6863941901-178.8067363638-221.7116535376-254.4011457113-276.875212885-289.1338550588-291.1770722325-283.0048644062-264.6172315799-236.0141737537-197.1956909274-148.1617831011-88.9124502749-19.447692448660.2324903777150.128098204250.2391310302360.565588856548.0099252363299.1211459513M(e) even0-7.5910709611-25.6976916805-39.1004373998-47.7993081191-51.7943038385-51.0854245578-45.6726702772-35.5560409965-20.7355367159-1.211157435223.017096845451.949226126185.5852304067123.9251096874166.968863968214.7164932487267.1679975293324.32337681386.1826310906452.7457603713524.0127646519-18.0505345353484.5567282261Beam000000000000000000000000M(r) all059.3014226972-10.2427228719-69.5714434411-118.6847390102-157.5826095794-186.2650551486-204.7320757177-212.9836712869-211.019841856-198.8405874252-176.4459079943-143.8358035635-101.0102741326-47.969319701815.28705972988.7588641599172.4460935907266.3487480216370.4668274524484.8003318833609.349261314120.1018773868540.1471066246M(r) odd094.967182331111.2005651573-62.3506270164-125.6863941901-178.8067363638-221.7116535376-254.4011457113-276.875212885-289.1338550588-291.1770722325-283.0048644062-264.6172315799-236.0141737537-197.1956909274-148.1617831011-88.9124502749-19.447692448660.2324903777150.128098204250.2391310302360.565588856548.0099252363299.1211459513M(r) even0-7.5910709611-25.6976916805-39.1004373998-47.7993081191-51.7943038385-51.0854245578-45.6726702772-35.5560409965-20.7355367159-1.211157435223.017096845451.949226126185.5852304067123.9251096874166.968863968214.7164932487267.1679975293324.32337681386.1826310906452.7457603713524.0127646519-18.0505345353484.556728226170% max066.47702763177.8403956101-27.3703061799-33.4595156834-36.2560126869-35.7597971905-31.970869194-24.8892286976-14.5148757011-0.847810204716.111967791836.364458288259.909661284786.7475767812116.8782047776150.3015452741187.0175982705227.026363767270.3278417634339.3602323183426.544482919933.6069476654378.102974637270% min0-5.3137496728-17.9883841763-48.7000104088-87.9804759331-125.1647154547-155.1981574763-178.0808019979-193.8126490195-202.3936985411-203.8239505627-198.1034050844-185.232062106-165.2099216276-138.0369836492-103.7132481708-62.2387151924-13.61338471442.1627432644105.0896687428175.1673917212252.3959121995-12.6353741747209.3848021659Lower bound0-7.5910709611-25.6976916805-69.5714434411-125.6863941901-178.8067363638-221.7116535376-254.4011457113-276.875212885-289.1338550588-291.1770722325-283.0048644062-264.6172315799-236.0141737537-197.1956909274-148.1617831011-88.9124502749-19.44769244860000-18.0505345353209.3848021659Upper bound094.967182331111.20056515730000000023.017096845451.949226126185.5852304067123.9251096874166.968863968214.7164932487267.1679975293324.32337681386.1826310906484.8003318833609.349261314148.0099252363540.1471066246Beam000000000000000000000000L02.752.750.552.752.752.752.752.752.752.753.855.55.55.55.55.54.45.55.55.55.5SPAN 2Local X00.40.81.21.622.42.83.23.644.44.85.25.666.46.87.27.680.157.85X5.55.96.36.77.17.57.98.38.79.19.59.910.310.711.111.511.912.312.713.113.5M(e) all661.2432137955451.829898466264.029383136697.8416678071-46.7332475223-169.6953628518-271.0446781812-350.7811935107-408.9049088401-445.4158241695-460.313939499-423.5992548284-365.2717701579-285.3314854873-183.7784008168-60.612516146284.1661685243250.5576531949438.5619378654648.179022536879.4089072065580.1804705469790.1649504551M(e) odd319.2960810131232.7444887084156.144896403789.497304098932.8017117942-13.9418805105-50.7334728152-77.57306512-94.4606574247-101.3962497294-98.3798420341-75.4114343389-42.49102664360.381381051753.205788747115.9821964422188.7106041375271.3910118328364.0234195281466.6078272233579.1442349186285.6729838988535.7768320329M(e) even639.0654048067421.7140679257225.975531044651.8497941636-100.6631427175-231.5632795985-340.8506164796-428.5251533606-494.5868902417-539.0358271227-561.8719640038-533.0953008848-482.7058377659-410.7035746469-317.088511528-201.860648409-65.019985290193.4334778289273.4997409478475.1788040668698.4706671857555.0259034763612.2034685161Beam00000000000000000000000M(r) all661.2432137955445.6377339175251.645054039479.2651741614-71.5019057166-200.6561855946-308.1976654727-394.1263453507-458.4422252287-501.1453051067-522.2355849847-491.7130648628-439.5777447408-365.8296246188-270.4687044968-153.4949843749-14.9084642529145.2908558691327.1029759911530.5278961131755.565616235577.8584088412668.6437211893M(r) odd319.2960810131237.0880704703164.8320599274102.528049384650.17603884187.7760282989-24.6719822439-47.1679927867-59.7120033296-62.3040138724-54.9440244153-27.63203495819.631954499156.8479439562114.0159334134181.1359228706258.2079123277345.2319017849442.2078912421549.1358806992666.0158701564287.3018270595621.01962411M(r) even639.0654048067424.5688153781231.685025949660.414036521-89.2441529076-217.2895423362-323.7221317648-408.5419211934-471.748910622-513.3431000505-533.3244894791-501.6930789077-448.4488683363-373.5918577649-277.1220471935-159.039436622-19.3440260506141.9641845208324.8851950922529.4190056636755.565616235556.096433771668.227887270870% max462.8702496568316.2809289262184.820568195668.48916746522.9611982559-9.7593163574-35.5134309707-54.301145584-66.1224601973-70.9773748106-68.8658894239-52.7880040372-29.74371865050.266966736237.244052122981.1875375096132.0974228963189.9737082829306.9933565058453.7253157752615.5862350446406.1263293829553.115465318670% min223.5072567092162.9211420959109.301427482636.2948559145-70.4641999022-162.094295719-238.5954315357-299.9676073524-346.2108231692-377.3250789859-393.3103748026-373.1667106194-337.8940864361-287.4925022528-221.9619580696-141.3024538863-45.51398970365.4034344802191.4498186635326.6254790563405.400964443199.9710887292375.043782423Lower bound0000-89.2441529076-217.2895423362-323.7221317648-408.5419211934-471.748910622-513.3431000505-533.3244894791-501.6930789077-448.4488683363-373.5918577649-277.1220471935-159.039436622-45.5139897030000199.9710887292375.043782423Upper bound661.2432137955445.6377339175251.6450540394102.528049384650.17603884187.77602829890000009.631954499156.8479439562114.0159334134181.1359228706258.2079123277345.2319017849442.2078912421549.1358806992755.565616235577.8584088412668.6437211893Beam00000000000000000000000L044441.6444444.8888886.48888SPAN 3Local X00.4250.851.2751.72.1252.552.9753.43.8254.254.6755.15.5255.956.3756.87.2257.658.0758.50.158.35X13.513.92514.3514.77515.215.62516.0516.47516.917.32517.7518.17518.619.02519.4519.87520.320.72521.1521.57522M(e) all888.9007249824644.1283330792423.7547661761227.78002427356.2041073698-90.9729845333-213.7512514364-312.1306933396-386.1113102427-435.6931021459-460.876069049-461.6602109521-438.0455278553-390.0320197584-317.6196866615-220.8085285647-99.598545467846.010262629216.0178957259410.4243538228629.2296369196799.7244440166549.2182178855M(e) odd693.5167653408460.1185102197251.119080098766.5184749776-93.6833051434-229.4862602645-340.8903903855-427.8956955066-490.5021756276-528.7098307487-542.5186608697-531.9286659908-496.9398461118-437.5522012329-353.7657313539-245.580436475-112.99631659643.9866282829225.3683981619431.1489930409661.3284129198608.3548855922577.3025926684M(e) even600.1437913953476.3692218707363.8295273462262.5247078217172.454763297193.619693772626.019499248-30.3458202765-75.476264801-109.3718343256-132.0325288501-143.4583483746-143.6492928992-132.6053624237-110.3265569482-76.8128764728-32.064320997323.919109478291.1374149536169.5905954291259.2786509045555.1757742101226.3411680897Beam00000000000000000000000M(r) all755.565616235517.4599797693303.7531683035114.4451818377-50.4639796281-190.9743160938-307.0858275596-398.7985140254-466.1123754911-509.0274119569-527.5436234227-521.6610098884-491.3795713542-436.69930782-357.6202192857-254.1423057515-126.265567217326.0099963169202.6843848512403.7575983854629.2296369196668.7423077765546.8652453781M(r) odd755.565616235519.0649185693306.9630459035119.2599982377-44.044224428-182.9496220938-297.4561947595-387.5639424253-453.2728650911-494.5829627568-511.4942354226-504.0066830883-472.1203057541-415.8351034199-335.1510760856-230.0682237514-100.586546417253.2939559171231.5732832513434.2514355856661.3284129198669.3087567648578.3975723901M(r) even690.1653601046561.8897121446444.8489391846339.0430412246244.4720182646161.135870304589.034597344528.1681993845-21.4633235755-59.8599715355-87.0217444955-102.9486424555-107.6406654155-101.0978133755-83.3200863355-54.3074842955-14.060007255537.4223447845100.1395718245174.0916738645259.2786509045643.608727001227.929784008170% max622.2305074877450.8898331555296.6283363233183.7672954752120.71833430865.533785640818.2136494736-21.2420741935-52.8333853607-76.5602840279-92.4227701951-100.4208438622-100.5545050294-92.8237536966-77.2285898638-53.7690135309-22.445024698132.2071838403157.7578787133301.8042951286462.9298890439559.8071108116404.111814867970% min420.1006539767322.0829571538175.783356069146.5629324843-65.5783136004-160.6403821851-238.6232732699-299.5269868546-343.3515229393-370.0968815241-379.7630626088-372.3500661935-347.8578922783-306.286540863-247.6360119477-171.9063055325-79.097421617216.743376634763.7961904675118.7134168004181.4950556332388.6230419471158.4388176628Lower bound0000-65.5783136004-190.9743160938-307.0858275596-398.7985140254-466.1123754911-509.0274119569-527.5436234227-521.6610098884-491.3795713542-436.69930782-357.6202192857-254.1423057515-126.26556721730000388.6230419471158.4388176628Upper bound755.565616235561.8897121446444.8489391846339.0430412246244.4720182646161.135870304589.034597344528.168199384500000000053.2939559171231.5732832513434.2514355856661.3284129198669.3087567648578.3975723901Beam00000000000000000000000L04.254.254.254.251.74.254.254.254.254.255.18.58.58.58.58.56.88.58.58.58.5ProjectSpreadsheets to BS 8110LocationD&D: Main beam Grids C to H, from grid 1 to 3GRAPH DATA IIWIDE BEAM (Analysis & Design) to BS 8110:2005Made by rmw Job No R68Originated from RCC43 v3.4 on CD 2006 TCCDate24-May-07SPAN 4Local X00.20.40.60.811.21.41.61.822.22.42.62.833.23.43.63.840.153.85X2222.222.422.622.82323.223.423.623.82424.224.424.624.82525.225.425.625.826M(e) all543.6408845519465.1127781021391.9878716523324.2661652026261.9476587528205.032352303153.5202458533107.411339403566.705632953731.40312650391.5038200542-22.9922863956-42.0851928454-55.7748992951-64.0614057449-66.9447121947-64.4248186444-56.5017250942-43.175431544-24.4459379938-0.3132444435484.2382547146-18.9193146062M(e) odd537.4967696219485.2750232715435.5412769212388.2955305708343.5377842204301.2680378701261.4862915197224.1925451693189.386798819157.0690524686127.239306118299.897559767975.043813417552.678067067132.800320716815.41057436640.508828016-11.9049183343-21.8306646847-29.2684110351-34.2181573854498.0972098591-30.7390976227M(e) even257.7401780975195.2033568773138.069735657186.339314436940.0120932167-0.9119280035-36.4327492238-66.550370444-91.2647916642-110.5760128844-124.4840341046-132.9888553248-136.090476545-133.7888977653-126.0841189855-112.9761402057-94.4649614259-70.5505826461-41.2330038663-6.512225086533.6117536933210.33101218243.0122196084Beam00000000000000000000000M(r) all543.6408845519465.1127781021391.9878716523324.2661652026261.9476587528205.032352303153.5202458533107.411339403566.705632953731.40312650391.5038200542-22.9922863956-42.0851928454-55.7748992951-64.0614057449-66.9447121947-64.4248186444-56.5017250942-43.175431544-24.4459379938-0.3132444435484.2382547146-18.9193146062M(r) odd537.4967696219485.2750232715435.5412769212388.2955305708343.5377842204301.2680378701261.4862915197224.1925451693189.386798819157.0690524686127.239306118299.897559767975.043813417552.678067067132.800320716815.41057436640.508828016-11.9049183343-21.8306646847-29.2684110351-34.2181573854498.0972098591-30.7390976227M(r) even257.7401780975195.2033568773138.069735657186.339314436940.0120932167-0.9119280035-36.4327492238-66.550370444-91.2647916642-110.5760128844-124.4840341046-132.9888553248-136.090476545-133.7888977653-126.0841189855-112.9761402057-94.4649614259-70.5505826461-41.2330038663-6.512225086533.6117536933210.33101218243.012219608470% max380.5486191863339.6925162901304.8788938448271.8068713996240.4764489543210.887626509183.0404040638156.9347816185132.5707591733109.94833672889.067514282869.928291837552.530669392236.87464694722.960224501710.78740205650.3561796112-8.333442834-15.2814652793-4.558557560623.5282275853348.66804690142.108553725970% min180.4181246683136.642349814196.6488149660.437520105828.0084652517-0.6383496025-25.5029244566-46.5852593108-63.8853541649-77.4032090191-87.1388238732-93.0921987274-95.2633335815-93.6522284357-88.2588832898-79.083298144-66.1254729981-49.3854078523-30.2228020808-20.4878877245-23.9527101698147.2317085277-21.5173683359Lower bound00000-0.9119280035-36.4327492238-66.550370444-91.2647916642-110.5760128844-124.4840341046-132.9888553248-136.090476545-133.7888977653-126.0841189855-112.9761402057-94.4649614259-70.5505826461-43.175431544-29.2684110351-34.2181573854147.2317085277-30.7390976227Upper bound543.6408845519485.2750232715435.5412769212388.2955305708343.5377842204301.2680378701261.4862915197224.1925451693189.386798819157.0690524686127.239306118299.897559767975.043813417552.678067067132.800320716815.41057436640.50882801600033.6117536933498.09720985913.0122196084Beam00000000000000000000000L022222122222.8444444443.84SPAN 5Local X0000000000000000000000.150X262626262626262626262626262626262626262626M(e) all00000000000000000000000M(e) odd00000000000000000000000M(e) even00000000000000000000000Beam00000000000000000000000M(r) all00000000000000000000000M(r) odd00000000000000000000000M(r) even0000000000000000000000070% max0000000000000000000000070% min00000000000000000000000Lower bound00000000000000000000000Upper bound00000000000000000000000Beam00000000000000000000000L0000000000000000000000SPAN 6Local X000000000000000000000000X26262626262626262626262626262626262626262626M(e) all000000000000000000000000M(e) odd000000000000000000000000M(e) even000000000000000000000000Beam000000000000000000000000M(r) all000000000000000000000000M(r) odd000000000000000000000000M(r) even00000000000000000000000070% max00000000000000000000000070% min000000000000000000000000Lower bound000000000000000000000000Upper bound000000000000000000000000Beam000000000000000000000000L0000000000000000000000SHEAR FORCE DIAGRAMSSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Local X0000005.5044448000008.50000040000000000000X0000005.55.59.59.59.59.513.513.513.513.513.513.52222222222222626262626262626262626262626V(e) all0271.4613020697271.4613020697271.4613020697271.4613020697271.4613020697-471.4786979303550.549288323610.2292883236-64.7707116764-64.7707116764-64.7707116764-605.0907116764604.6395397721604.6395397721604.6395397721604.6395397721604.6395397721-543.5404602279406.1485322489406.1485322489406.1485322489406.1485322489406.1485322489-134.17146775110000000000000V(e) odd0323.1793806317323.1793806317323.1793806317323.1793806317323.2-419.7606193683228.8189807618-19.9810192382-44.9810192382-44.9810192382-44.9810192382-293.7810192382577.8768649907577.8768649907577.8768649907577.8768649907577.8768649907-570.3031350093267.3287317518267.3287317518267.3287317518267.3287317518267.328731751818.52873175180000000000000V(e) even074.394757161374.394757161374.394757161374.394757161374.3947571613-267.7052428387570.394342202630.0743422026-44.9256577974-44.9256577974-44.9256577974-585.2456577974304.4517812342304.4517812342304.4517812342304.4517812342304.4517812342-224.2482187658326.1921061011326.1921061011326.1921061011326.1921061011326.1921061011-214.12789389890000000000000V(r) all0271.4613020697271.4613020697271.4613020697271.4613020697271.4613020697-471.4786979303566.029699695125.7096996951-49.2903003049-49.2903003049-49.2903003049-589.6103003049588.95305639588.95305639588.95305639588.95305639588.95305639-559.22694361406.1485322489406.1485322489406.1485322489406.1485322489406.1485322489-134.17146775110000000000000V(r) odd0323.1793806317323.1793806317323.1793806317323.1793806317323.1793806317-419.7606193683217.9600263571-30.8399736429-55.8399736429-55.8399736429-55.8399736429-304.6399736429585.1767298018585.1767298018585.1767298018585.1767298018585.1767298018-563.0032701982267.3287317518267.3287317518267.3287317518267.3287317518267.328731751818.52873175180000000000000V(r) even074.394757161374.394757161374.394757161374.394757161374.3947571613-267.7052428387563.257473571522.9374735715-52.0625264285-52.0625264285-52.0625264285-592.3825264285315.0425540235315.0425540235315.0425540235315.0425540235315.0425540235-213.6574459765326.1921061011326.1921061011326.1921061011326.1921061011326.1921061011-214.12789389890000000000000Beam00000000000000000000000000000000000000GRIDS005.55.513.513.52222262626262626-561.8719640038933.3457612315-561.8719640038933.3457612315-561.8719640038933.3457612315-561.8719640038933.3457612315-561.8719640038933.3457612315-561.8719640038933.3457612315-561.8719640038933.3457612315-533.3244894791793.3438970468-533.3244894791793.3438970468-533.3244894791793.3438970468-533.3244894791793.3438970468-533.3244894791793.3438970468-533.3244894791793.3438970468-533.3244894791793.3438970468

DisclaimerAll advice or information from the British Cement Association and/or The Concrete Centre 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, TCC or their subcontractors, suppliers or advisors. Users should note that all TCC 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 'User Guide RC Spreadsheets: v3' available from The Concrete Bookshop, www.concretebookshop.com, Tel +44 (0)700 4 607777 or +44 (0)1276 607140Status 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 TCC via The Concrete Bookshop.Public release version.Revision history RCC43 Wide Beams (A & D)DateVersionActionSize (kB)24-May-07RCC43 v3.4Correction to maximum number of bars per layer.127025-Sep-06RCC43 v3.3Correction to determination of vc at right hand side of internal supports.126928-Jun-06RCC43 v3.2v3 release. Page nos, User Guide and registration details amended.123019-Jun-06RCC43 v3.1Improvement to determination of number of link legs.129525-Oct-05RCC43 v3.0Updated to 2005 versions of BS8110 & BS866612958-Dec-04RCC43 v2.5Reverse support moments and shears dealt with.12544-Nov-03RCC43 v2.4Correction at BAR!R19 etc (z when flange MOR exceeded).12482-Sep-03RCC43 v2.3Improvement to calculation of imposed reactions.124815-Jul-03RCC43 v2.2Minor correction to L/d routine when As' increased.120822-Jan-03RCC43 v2.1DETR logo replaced by DTI.120816-Dec-02RCC43 v2.0cUpdated to CHG comments on 11/12/02122628-Oct-02RCC43 v2.0bUpdated to CHG comments on 25/10/02122426-Oct-02RCC43 v2.0aFirst issue - developed from RCC 411228

Attribute VB_Name = "Sheet9"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True

Attribute VB_Name = "Sheet7"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True

Attribute VB_Name = "Module1"Sub Pr_main()Attribute Pr_main.VB_Description = "Macro recorded 27/02/98 by Noble"Attribute Pr_main.VB_ProcData.VB_Invoke_Func = " \n14" Range("B2:K62").Select ActiveSheet.PageSetup.PrintArea = "$B$2:$K$65" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True Range("A1").SelectEnd SubSub Pr_actions()Attribute Pr_actions.VB_ProcData.VB_Invoke_Func = " \n14" Range("B2:K62").Select ActiveSheet.PageSetup.PrintArea = "$B$2:$K$62" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True Range("A1").SelectEnd SubSub Pr_spans()Attribute Pr_spans.VB_ProcData.VB_Invoke_Func = " \n14" MySpans = Range("T2") If MySpans = 1 Then Range("B2:M34").Select ActiveSheet.PageSetup.PrintArea = "$B$2:$M$34" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True Else Range("B2:M62").Select ActiveSheet.PageSetup.PrintArea = "$B$2:$M$62" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True End If If MySpans = 3 Then Range("B64:M96").Select ActiveSheet.PageSetup.PrintArea = "$B$64:$M$96" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True ElseIf MySpans > 3 Then Range("B64:M124").Select ActiveSheet.PageSetup.PrintArea = "$B$64:$M$124" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True End If If MySpans = 5 Then Range("B126:M158").Select ActiveSheet.PageSetup.PrintArea = "$B$126:$M$158" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True ElseIf MySpans > 5 Then Range("B126:M186").Select ActiveSheet.PageSetup.PrintArea = "$B$126:$M$186" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True End If Range("A1").SelectEnd SubSub Pr_weight()Attribute Pr_weight.VB_ProcData.VB_Invoke_Func = " \n14" Range("B2:I75").Select ActiveSheet.PageSetup.PrintArea = "$B$2:$I$75" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True Range("A1").SelectEnd SubSub Pr_bar()Attribute Pr_bar.VB_ProcData.VB_Invoke_Func = " \n14" MySpans = Range("Q4") Range("B2:K81").Select ActiveSheet.PageSetup.PrintArea = "$B$2:$K$81" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True If MySpans > 1 Then Range("B83:K162").Select ActiveSheet.PageSetup.PrintArea = "$B$83:$K$162" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True End If If MySpans > 2 Then Range("B164:K243").Select ActiveSheet.PageSetup.PrintArea = "$B$164:$K$243" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True End If If MySpans > 3 Then Range("B245:K324").Select ActiveSheet.PageSetup.PrintArea = "$B$245:$K$324" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True End If If MySpans > 4 Then Range("B326:K405").Select ActiveSheet.PageSetup.PrintArea = "$B$326:$K$405" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True End If If MySpans > 5 Then Range("B407:K486").Select ActiveSheet.PageSetup.PrintArea = "$B$407:$K$486" ActiveWindow.SelectedSheets.PrintOut Copies:=1, Collate:=True End If Range("A1").SelectEnd SubSub Pr_all()Attribute Pr_all.VB_ProcData.VB_Invoke_Func = " \n14" Pr_main Sheets("ACTIONS").Select Pr_actions Sheets("SPANS").Select Pr_spans Sheets("MAIN").Select Range("A1").SelectEnd Sub

Attribute VB_Name = "Sheet2"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True

Attribute VB_Name = "Sheet1"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True

Private Sub Worksheet_SelectionChange(ByVal Target As Excel.Range)

End Sub

Attribute VB_Name = "ThisWorkbook"Attribute VB_Base = "0{00020819-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True

Attribute VB_Name = "Sheet6"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True

Attribute VB_Name = "Sheet5"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True

Private Sub Worksheet_SelectionChange(ByVal Target As Excel.Range)

End Sub

Attribute VB_Name = "Sheet4"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True

Attribute VB_Name = "Sheet3"Attribute VB_Base = "0{00020820-0000-0000-C000-000000000046}"Attribute VB_GlobalNameSpace = FalseAttribute VB_Creatable = FalseAttribute VB_PredeclaredId = TrueAttribute VB_Exposed = TrueAttribute VB_TemplateDerived = FalseAttribute VB_Customizable = True