beams (a & d)
DESCRIPTION
beam designTRANSCRIPT
MAINOPERATING INSTRUCTIONSProjectMULTI-AGENCY BUILDING AT ALAUSAREINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.4SupportsClientLASGMade byDateSheet NoRED MESSAGES INDICATE ENTRY ERRORS.Location3A (L-Q)from grid L to QRCC25-Feb-14ADJUST REDISTRIBUTION ON NEXT SHEETCONTINUOUS BEAM (Analysis & Design) to BS 8110:1997CheckedRevisionJob NoADJUST REINFORCEMENT ON 'SPANS' SHEETOriginated from RCC41.xls on CD 1999 BCA for RCC-LOCATIONSupports from gridLto gridQMATERIALSCOVERS (to all steel)fcu25N/mmh agg20mmTop cover25mmfyl410N/mmgs1.05Btm cover25mmfyv250N/mmgc1.50Side cover25mm0SPANSL (m)H (mm)bw (mm)hf (mm)Typebf (mm)LOADING PATTERNType = T, L or R(ectangular)Bf max5.432913486SPAN 12.75450230150L350minmax436.250.8022922636SPAN 23.01450230150L350DEAD11.4410.60.8524111057SPAN 32.93450230150L350IMPOSED01.6449.750.7782101167SPAN 4REBAR LAYERING01SPAN 5Support steel01SPAN 6in alt layer ?Y01Can 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 13.50230230F4.00230230FEnd1Support 23.50230230F5.00230230FInt1Support 33.50230230F4.00230230FInt1Support 43.50230230F3.50230230FEnd1Support 500Support 600Support 700LOADINGUDLs (kN/m) PLs (kN) Position (m)DeadImposedPositionLoadedDeadImposedPositionLoadedSpan 1LoadLoadfrom leftLengthSpan 4LoadLoadfrom leftLengthUDL23.010.0~~~~~~~~~~UDL~~~~~~~~~~00PL 10~~~~~PL 10~~~~~00PL 20~~~~~PL 2000~~~~~00Part UDLPart UDL000Span 2Span 500UDL23.010.0~~~~~~~~~~UDL~~~~~~~~~~00PL 1000~~~~~PL 10~~~~~0PL 20~~~~~PL 2000~~~~~Part UDL0Part UDL0Span 3Span 6UDL24.010.0~~~~~~~~~~UDL00~~~~~~~~~~PL 1~~~~~PL 1000~~~~~PL 2~~~~~PL 2000~~~~~Part UDLPart UDL0000LOADING DIAGRAMLQREACTIONS (kN)SUPPORT1234ALL SPANS LOADED53.9149.7159.459.9000ODD SPANS LOADED58.2107.5117.763.8000EVEN SPANS LOADED21.5113.6118.425.2000Characteristic Dead25.771.476.729.0000Characteristic Imposed13.831.132.514.5000
MAIN333333332303333-42.74285714290333333333323333337.4033233333333333332303333-53.428571428633333333332337.433233333343434342303333-42.7428571429343434343424333337.4342433330000240-37.4000000343437.40034340000003434-10.6857142857000000343400000000000-10.685714285700000000000000000-10.685714285700000000000000000
PL1DPL1LPL2DPL2LUDL~LUDL~DPUDL~LPUDL~DSUPTSBEAM
ACTIONSOPERATING INSTRUCTIONSProjectMULTI-AGENCY BUILDING AT ALAUSAREINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.ClientLASGMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.Location3A (L-Q), from grid L to QRCC25-Feb-140ADJUST REDISTRIBUTION, then GOTO 'SPANS' sheetCONTINUOUS BEAM (Analysis & Design) to BS 8110:1997CheckedRevisionJob NoOriginated from RCC41.xls on CD 1999 BCA for RCC0-0BENDING 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 selectedLElastic MomentsQLRedistributed EnvelopeQ0.3SUPPORT No12340.3Elastic M5.638.643.67.2~~kNm/m0.3Redistributed M5.638.643.67.2~~kNm/m0.3b1.0001.0001.0001.000~~~0.3RedistributionSELECT REDISTRIBUTION % HERE0.30.3SPAN No123Elastic M29.5322.7933.80~~~Redistributed M29.5322.7933.80~~~b1.0001.0001.000~~~SHEARS (kN)LElastic ShearsQLRedistributed ShearsQSPAN No123Elastic V58.278.671.974.085.463.8Redistributed V58.278.671.974.085.463.8Elastic V~~~~~~Redistributed V~~~~~~COLUMN MOMENTS (kNm)1234ALL SPANSAbove2.5-0.50.8-3.1000LOADEDBelow2.2-0.40.7-3.1000ODD SPANSAbove3.0-1.72.0-3.6000LOADEDBelow2.6-1.21.7-3.6000EVEN SPANSAbove0.70.9-0.8-1.0000LOADEDBelow0.60.7-0.7-1.0000
Print SheetPrint ALL Output
ACTIONS000053.914044850658.188882096321.4670257017053.914044850658.188882096321.4670257017053.914044850658.188882096321.4670257017053.914044850658.188882096321.4670257017053.914044850658.188882096321.46702570170-78.6359551494-74.3611179037-41.7829742983071.097422861133.089953192571.8656570585071.097422861133.089953192571.8656570585071.097422861133.089953192571.8656570585071.097422861133.089953192571.8656570585071.097422861133.089953192571.86565705850-73.9845771389-36.1400468075-73.2163429415085.432440389981.564747171145.1681790745085.432440389981.564747171145.1681790745085.432440389981.564747171145.1681790745085.432440389981.564747171145.1681790745085.432440389981.564747171145.16817907450-59.8955596101-63.7632528289-25.151820925500000000000000000000000000000000000000000000000000000000000000000000000000000
SPANS000053.914044850658.188882096321.4670257017053.914044850658.188882096321.4670257017053.914044850658.188882096321.4670257017053.914044850658.188882096321.4670257017053.914044850658.188882096321.46702570170-78.6359551494-74.3611179037-41.7829742983071.097422861133.089953192571.8656570585071.097422861133.089953192571.8656570585071.097422861133.089953192571.8656570585071.097422861133.089953192571.8656570585071.097422861133.089953192571.86565705850-73.9845771389-36.1400468075-73.2163429415085.432440389981.564747171145.1681790745085.432440389981.564747171145.1681790745085.432440389981.564747171145.1681790745085.432440389981.564747171145.1681790745085.432440389981.564747171145.16817907450-59.8955596101-63.7632528289-25.151820925500000000000000000000000000000000000000000000000000000000000000000000000000000
Weight0000-33.80226302144.64397781285.59505779471.268266899045.765274269-2.3135627291-1.9502728686-1.466027260-8.3598220211-8.5843222818-3.7654776690-33.8022630214-13.494800063-14.307090445-5.630084328045.765274269-17.718496855-19.1185773583-7.0598472370-21.030912397-23.0187830215-8.0547663960-33.8022630214-23.4320466889-26.0077074347-8.614841805045.765274269-24.9218997309-28.085350598-8.7400734640-25.5004715228-29.2517125112-8.43046137290-33.8022630214-25.1677620648-29.5067931744-7.6860055319045.765274269-23.9237713568-28.8505925877-6.50670594090-21.7684993987-27.2831107509-4.89256259990-33.8022630214-18.7019461907-24.8043476642-2.8435755089045.765274269-14.7241117326-21.4143033274-0.35974466790-9.8349960246-17.11297774062.55892992310-33.8022630214-4.0345990666-11.90037090395.9124482641045.7652742692.6770791415-5.77648281719.7008103552010.30003859951.258686519713.92401619620-33.802263021418.83427930769.205137106418.5820657872045.76527426928.279801265618.062868943223.6749591282038.636604473627.831882029929.2026962192037.747633408224.931751265930.7825335804027.593342292620.212191185520.5126232181018.53079322716.01358685511.3344549058010.559986211412.33593827453.248028643503.68092124599.1792454441-3.74665556880-2.10640166976.5435083636-9.64959773110-6.80198253534.4287270331-14.46079784340-10.40582135092.8349014527-18.18025590570-12.91791811651.7620316222-20.8079719180-14.33827283211.2101175417-22.34394588030-14.66688549771.1791592113-22.78817779260-13.90375611331.6691566308-22.14066765490-12.04888467892.6801098003-20.40141546720-9.10227119454.2120187198-17.57042122950-5.06391566016.2648833894-13.647684941800.06618192438.8387038089-8.633206604106.288021558711.9334799784-2.5269862164013.601603243115.5492118984.6709762213022.006926977619.685899567512.960680709031.50399276224.34354298722.3421272467042.092800596429.522142156632.8153158344043.585975494333.262333562231.3128022948031.602386777221.845361901624.9532110604020.6833256611.492917841119.108713826010.82879214292.205001380513.779310591602.0387862258-6.01838748018.96500135720-5.6866920913-13.17724874064.66578612280-12.3476428084-19.27158240120.88166488840-17.9440659255-24.3013884618-2.38736234610-22.4759614427-28.2666669224-5.14129558050-25.9433293598-31.1674177829-7.38013481490-28.3461696769-33.0036410435-9.10388004930-29.684482394-33.7753367041-10.31253128370-29.9582675111-33.4825047646-11.00608851810-29.1675250282-32.1251452252-11.18455175260-27.3122549454-29.7032580858-10.8479209870-24.3924572625-26.2168433464-9.99619622140-20.4081319796-21.6659010069-8.62937745580-15.3592790967-16.0504310675-6.74746469020-9.2458986138-9.3704335281-4.35045792460-2.0679905309-1.6259083887-1.43835715906.1744451527.18314435081.98883760650000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
Analysis000-33.802263021405.5950577947045.765274269-2.313562729100-8.584322281800-33.8022630214-14.3070904450045.765274269-19.118577358300-23.018783021500-33.8022630214-26.00770743470045.765274269-28.08535059800-29.251712511200-33.8022630214-29.50679317440045.765274269-28.850592587700-27.283110750900-33.8022630214-24.80434766420045.765274269-21.414303327400-17.11297774062.55892992310-33.8022630214-11.90037090395.9124482641045.765274269-5.77648281719.70081035520013.92401619620-33.8022630214018.8342793076045.765274269028.27980126560038.63660447360037.74763340820027.59334229260018.5307932270012.33593827450-3.74665556889.17924544410-9.64959773116.54350836360-14.46079784344.42872703310-18.18025590572.83490145270-20.8079719181.76203162220-22.34394588031.21011754170-22.78817779261.17915921130-22.14066765491.66915663080-20.40141546722.68010980030-17.57042122954.21201871980-13.64768494186.26488338940-8.63320660418.83870380890-2.526986216411.93347997840015.5492118980022.00692697760031.5039927620042.09280059640043.58597549430031.60238677720020.683325660013.77931059160-6.01838748018.96500135720-13.17724874064.66578612280-19.27158240120.88166488840-24.301388461800-28.266666922400-31.167417782900-33.003641043500-33.775336704100-33.482504764600-32.125145225200-29.703258085800-26.216843346400-21.665901006900-16.050431067500-9.370433528100-2.06799053090007.18314435080000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
BarOPERATING INSTRUCTIONS3ProjectMULTI-AGENCY BUILDING AT ALAUSAREINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.(As enhanced by0123ClientLASGMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.As12.0116spansLocation3A (L-Q), from grid L to QRCC25-Feb-140ADJUST REBAR UNTIL CHECKS AT BOTTOM ARE OK.top16.0120CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997CheckedRevisionJob No'20.0125Originated from RCC41.xls on CD 1999 BCA for [email protected] 1LEFTCENTRERIGHTRACTIONSMkNm0.029.529.9b1.001.001.00DESIGNdmm385.0405.0413.5Asmm0197195As'mm000TOP STEELLayer 12R202R166R1Insert at M15 or increase M14Layer 2000099RToo many bars in layer 2As provmm628As' prov402As prov5BTM STEELLayer 12R202R202R20Layer 2000000As' provmm628As prov628As' prov628DEFLECTIONL/d6.790Allowed-6353.058SHEARVkN34.1Link 53.2vN/mm0.385100.559vcN/mm0.452Nominal0.086LINKSR10 @ 275 for 825R10 @ 300R10 @ 300 for 900legsNo222CHECKS% AsokokokCoverokokokmin Sokokokmax SokokFAILSLinksokokokMain barsokokMORE THAN 2 LAYERSmax VokokDeflectionFAILSSPAN 2LEFTCENTRERIGHTACTIONSMkNm29.922.833.9b1.001.001.00DESIGNdmm367.0402.5391.0Asmm220153234As'mm000TOP STEELLayer 12R322R252R16Layer 2000000As provmm1608As' prov982As prov402BTM STEELLayer 12R252R252R16Layer 2000000As' provmm982As prov982As' prov402DEFLECTIONL/d7.478Allowed59.157SHEARVkN48.6Link 49.6vN/mm0.576100.551vcN/mm0.635Nominal0.386LINKSR10 @ 275 for 1100R10 @ 300R10 @ 275 for 825legsNo222CHECKS% AsokokokCoverokokokmin Sokokokmax SokokokLinksokokokMain barsokokokmax VokokDeflectionokProjectMULTI-AGENCY BUILDING AT ALAUSAREINFORCED CONCRETE COUNCILClientLASGMade byDatePageLocation3A (L-Q), from grid L to QRCC41695.00CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997CheckedRevisionJob NoOriginated from RCC41.xls on CD 1999 BCA for RCC0-0SPAN 3LEFTCENTRERIGHTACTIONSMkNm34.133.80.2b1.001.001.00DESIGNdmm393.0401.0402.0Asmm2342271As'mm000TOP STEELLayer 12R168R164R10Layer 2000000As provmm402As' prov1608As prov314BTM STEELLayer 13R162R322R25Layer 2000000As' provmm603As prov1608As' prov982DEFLECTION7.307Allowed64.150SHEARVkN60.2Link V38.1vN/mm0.6668v0.412vcN/mm0.385Nominalvc0.350LINKSR8 @ 275 for 825R8 @ 300R8 @ 300 for 1200legsNo8810CHECKS% AsokokokCoverokokokmin SokFAILSokmax SokokokLinksokokokMain barsNOT ENOUGHNOT ENOUGHNOT ENOUGHmax VokokDeflectionokSPAN 4LEFTCENTRERIGHTNO SPAN 4, IGNOREACTIONSMkNm0.00.00.0b1.00~1.00DESIGNdmm-50.0-43.0-59.0Asmm000As'mm000TOP STEELLayer 10R100R160R160000000000As provmm0As' prov0As prov0BTM STEELLayer 10R250R160R160000000000As' provmm0As prov0As' prov0DEFLECTION0.000Allowed0.000SHEARVkN0.0Link 0.0vN/mm0.000100.000vcN/mm0.000Nominal0.000LINKS000legsNo222CHECKS% As000Coverokokokmin S000max S000Links000Main bars000max V00Deflection0ProjectMULTI-AGENCY BUILDING AT ALAUSAREINFORCED CONCRETE COUNCILClientLASGMade byDatePageLocation3A (L-Q), from grid L to QRCC41695.00CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997CheckedRevisionJob NoOriginated from RCC41.xls on CD 1999 BCA for RCC0-0SPAN 5LEFTCENTRERIGHTNO SPAN 5, IGNOREACTIONSMkNm0.00.00.0b1.00~1.00DESIGNdmm-59.0-47.5-72.5Asmm000As'mm000TOP STEELLayer 10R160R160R250000000000As provmm0As' prov0As prov0BTM STEELLayer 10R160R250R160000000000As' provmm0As prov0As' prov0DEFLECTION0.000Allowed0.000SHEARVkN0.0Link 0.0vN/mm0.000100.000vcN/mm0.000Nominal0.000LINKS000legsNo222CHECKS% As000Coverokokokmin S000max S000Links000Main bars000max V00Deflection0SPAN 6LEFTCENTRERIGHTNO SPAN 6, IGNOREACTIONSMkNm0.00.00.0b1.00~~DESIGNdmm-72.5-47.5-59.0Asmm000As'mm000TOP STEELLayer 10R250R160R160000000000As provmm0As' prov0As prov0BTM STEELLayer 10R160R250R160000000000As' provmm0As prov0As' prov0DEFLECTION0.000Allowed0.000SHEARVkN0.0Link 0.0vN/mm0.000100.000vcN/mm0.000Nominal0.000LINKS000legsNo222CHECKS% As000Coverokokokmin S000max S000Links000Main bars000max V00Deflection0
Print SheetPrint Sheet
GrafProjectMULTI-AGENCY BUILDING AT ALAUSAREINFORCED CONCRETE COUNCIL322543ClientLASGMade byDatePagespansLaps3039Location3A (L-Q), from grid L to QRCC25-Feb-1403536CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997CheckedRevisionJob No4034Originated from RCC41.xls on CD 1999 BCA for RCC0-043001000100APPROXIMATE WEIGHT of REINFORCEMENTBobs2010010100LocationNoTypeDiaLengthUnit wtWeight2513012110TOP STEELSupport 12R2015752.4667.81570Lap x321601615000000.0000.0725Hooks4020020180Span 12R1624751.5787.824701.4502502523000000.0000.02470Support 26R117500.0060.1172899R000.0000.01152Span 22R2527503.85321.22730200000.0000.02730Support 32R1618001.5785.7178200000.0000.01188Span 38R1626501.57833.526501.400000.0000.02650Support 44R1012000.6173.0119400000.0000.0761000000.0000.0-1651.400000.0000.0-165000000.0000.06000000.0000.060000000.0000.0-501.400000.0000.0-50000000.0000.06000000.0000.060000000.0000.0-501.400000.0000.0-50000000.0000.06000000.0000.060BOTTOM STEELSupport 12R2015252.4667.515191.400000.0000.03151Span 12R2024752.46612.2247000000.0000.02470Support 22R2027002.46613.326881.411344137900000.0000.028011140175Span 22R2527503.85321.2273000000.0000.02730Support 33R1616751.5787.916561282886300000.0000.028012140175Span 32R3226506.31333.5265000000.0000.02650Support 42R2533753.85326.033551.431645171000000.0000.031513140175000000.0000.0-16500000.0000.0-165000000.0000.08514256000000.0000.085142560000000.0000.0-5000000.0000.0-50000000.0000.08515256000000.0000.085152560000000.0000.0-5000000.0000.0-50000000.0000.085100000.0000.0851LINKSSpan 110R1012000.6177.4120042400000.0000.0580000Span 211R1012000.6178.1120052400000.0000.0580000Span 311R812000.3955.2119242576R86000.39518.0584241240000000.0000.0-28000000000.0000.0130000000000.0000.0-28000000000.0000.0130000000000.0000.0-28000000000.0000.0130000SUMMARYspacers not includedTotal reinforcement in bay (kg)239308430000335340000327060000000Reinforcement density (kg/m)246.5On gross volumeVolume0.97083m3
Print Sheet
NotesProjectMULTI-AGENCY BUILDING AT ALAUSALocation3A (L-Q), from grid L to QANALYSIS ICONTINUOUS BEAM (Analysis & Design) to BS 8110:1997Made by RCC Job No 0Originated from RCC41.xls on CD 1999 BCA for RCCDate25-Feb-14ANALYSISMin 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 w103500103500103500103500103500A f1800018000180001800018000X bar202.7777777778202.7777777778202.7777777778202.7777777778202.7777777778I233200833.333333233200833.33333321253125002125312500233200833.333333233200833.33333321253125002125312500233200833.333333233200833.3333332125312500Stiffness66628809.523809558300208.3333333772840909.090909772840909.09090966628809.523809546640166.6666667706083887.043189706083887.04318966628809.523809558300208.3333333725362627.986348Sum897769926.9480522.E+092.E+09Factor0.07420.06490.86080.48540.04180.02930.44350.45370.04280.03750.4661SUPT 4SUPT 5SUPT 6LUp colLo colRLUp colLo colRLUp colLo colRA w10350000000A f1800000000X bar202.777777777800000I2125312500233200833.333333233200833.333333000000000Stiffness725362627.98634866628809.523809566628809.5238095000000000Sum9.E+080.E+000.E+00Factor0.84480.07760.07760.00001.00000.00000.00000.00001.00000.00000.00000.0000SUPT 7LUp colLo colA w0Partial UDL factorsA f0123456X bar0a000000I000b000000Stiffness000Sum0.E+00Factor0.00000.00000.0000Fixed End MomentsSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Min loadLRLRLRLRLRLRCant86.97104.19103.020.000.000.00UDL14.4914.4917.3717.3717.1717.170.000.000.000.000.000.00PL 10.000.000.000.000.000.000.000.000.000.000.000.00PL 20.000.000.000.000.000.000.000.000.000.000.000.00part UDL0.000.000.000.000.000.000.000.000.000.000.000.00FEM14.4914.4917.3717.3717.1717.170.000.000.000.000.000.00Live loadCant95.29114.16109.890.000.000.00UDL15.8815.8819.0319.0318.3118.310.000.000.000.000.000.00PL 10.000.000.000.000.000.000.000.000.000.000.000.00PL 20.000.000.000.000.000.000.000.000.000.000.000.00part UDL0.000.000.000.000.000.000.000.000.000.000.000.00FEM15.8815.8819.0319.0318.3118.310.000.000.000.000.000.00Moment DistributionHiColSUPT 1LoColHiColSUPT 2LoColHiColSUPT 3LoColHiColSUPT 4LoColHiColSUPT 5LoColHiColSUPT 6LoColHiColSUPT 7LoColMin load-14.4914.49-17.3717.37-17.1717.170.000.000.000.000.000.001.0812.480.940.121.391.270.08-0.01-0.09-0.09-0.01-1.33-14.510.00-1.330.000.000.000.000.000.000.000.000.000.000.000.706.24-0.040.64-7.25-0.050.000.000.000.000.000.00-0.05-0.60-0.05-0.26-3.01-2.75-0.180.283.003.080.250.000.040.000.000.000.000.000.000.000.000.000.000.000.000.00-1.50-0.301.50-1.370.021.540.000.000.000.000.000.000.111.290.10-0.05-0.58-0.53-0.040.060.610.630.05-0.12-1.300.00-0.120.000.000.000.000.000.000.000.000.000.000.00-0.290.650.31-0.27-0.650.320.000.000.000.000.000.000.020.250.02-0.04-0.46-0.42-0.030.040.420.430.03-0.02-0.270.00-0.020.000.000.000.000.000.000.000.000.000.000.00-0.230.130.21-0.21-0.130.210.000.000.000.000.000.000.020.200.02-0.01-0.16-0.15-0.010.010.160.160.01-0.02-0.180.00-0.020.000.000.000.000.000.000.000.000.000.000.00-0.080.100.08-0.07-0.090.080.000.000.000.000.000.000.010.070.01-0.01-0.09-0.08-0.010.010.070.080.01-0.01-0.070.00-0.010.000.000.000.000.000.000.000.000.000.000.00-0.040.030.04-0.04-0.030.040.000.000.000.000.000.000.000.040.00-0.00-0.04-0.03-0.000.000.030.030.00-0.00-0.030.00-0.000.000.000.000.000.000.000.000.000.000.000.00Sum1.18-2.221.04-0.2518.40-17.97-0.180.4020.24-20.990.35-1.503.000.00-1.500.000.000.000.000.000.000.000.000.000.000.00ProjectMULTI-AGENCY BUILDING AT ALAUSALocation3A (L-Q), from grid L to QANALYSIS IICONTINUOUS BEAM (Analysis & Design) to BS 8110:1997Made by RCC Job No 0Originated from RCC41.xls on CD 1999 BCA for RCCDate25-Feb-14Live on-15.8815.88-18.3118.310.000.00Odd Spans1.1813.671.03-0.66-7.71-7.04-0.470.788.318.540.69-1.42-15.470.00-1.420.000.000.000.000.000.000.000.000.000.000.00-3.856.844.15-3.52-7.744.270.000.000.000.000.000.000.293.320.25-0.46-5.33-4.87-0.320.485.115.250.42-0.33-3.610.00-0.330.000.000.000.000.000.000.000.000.000.000.00-2.671.662.55-2.44-1.802.620.000.000.000.000.000.000.202.300.17-0.18-2.04-1.87-0.120.181.921.980.16-0.20-2.220.00-0.200.000.000.000.000.000.000.000.000.000.000.00-1.021.150.96-0.93-1.110.990.000.000.000.000.000.000.080.880.07-0.09-1.02-0.94-0.060.090.930.950.08-0.08-0.830.00-0.080.000.000.000.000.000.000.000.000.000.000.00-0.510.440.46-0.47-0.420.480.000.000.000.000.000.000.040.440.03-0.04-0.44-0.40-0.030.040.400.410.03-0.04-0.400.00-0.040.000.000.000.000.000.000.000.000.000.000.00-0.220.220.20-0.20-0.200.210.000.000.000.000.000.000.020.190.01-0.02-0.20-0.19-0.010.020.180.190.02-0.02-0.170.00-0.020.000.000.000.000.000.000.000.000.000.000.00-0.100.090.09-0.09-0.090.090.000.000.000.000.000.000.010.090.01-0.01-0.09-0.08-0.010.010.080.080.01-0.01-0.080.00-0.010.000.000.000.000.000.000.000.000.000.000.00Sum1.80-3.381.58-1.459.43-6.97-1.021.609.28-12.271.40-2.094.190.00-2.090.000.000.000.000.000.000.000.000.000.000.00Live on-19.0262119.026210000Even Spans0000.79619311679.23520345868.43747824290.5573351817-0.8145166094-8.631657353-8.8673340043-0.71270203330000000000000004.61760172930-4.31582867654.21873912150-4.4336670021000000-0.3426995011-3.9750401647-0.29986206350.18060523272.09487627441.91392350650.1264236629-0.1806052327-1.9139235065-1.9661808036-0.15802957870.34405193123.745563139700.3440519312000000000001.0474381372-1.9875200824-0.95696175320.95696175321.8727815699-0.9830904018000000-0.0777365715-0.9016820656-0.06801950010.12321824311.42923308591.30577773630.0862527702-0.1211419898-1.2837751061-1.3188269862-0.1059992410.07628767590.8305150500.0762876759000000000000.714616543-0.4508410328-0.64188755310.65288886820.415257525-0.6594134931000000-0.053035915-0.6151742024-0.04640642560.04572760310.53040362820.48458803240.0320093221-0.0457276031-0.4845880324-0.497819105-0.04001165270.05117039360.557072705800.0511703936000000000000.2652018141-0.3075871012-0.24229401620.24229401620.2785363529-0.2489095525000000-0.0196821932-0.2282977019-0.01722191910.02301097070.26690885870.24385360850.0161076795-0.0222968729-0.2362861172-0.2427376152-0.01950976380.0193153460.210278860500.019315346000000000000.1334544294-0.1141488509-0.11814305860.12192680420.1051394302-0.1213688076000000-0.0099044415-0.1148836015-0.00866638630.00972075990.11275304150.10301357610.0068045319-0.0097207599-0.1030135761-0.1058262335-0.00850566490.00941820230.102532403100.0094182023000000000000.0563765208-0.0574418007-0.05150678810.05150678810.0512662015-0.0529131168000000-0.0041840346-0.0485314558-0.00366103030.00455919050.05288296430.04831500060.0031914334-0.0043997363-0.0466252202-0.0478982638-0.00384976930.00410605040.04470101600.004106050400000000000Sum-0.510.95-0.441.1810.80-12.820.83-1.2012.57-10.32-1.050.50-1.010.000.500.000.000.000.000.000.000.000.000.000.000.00Elastic Support Moments(3.2.1.2.2)Support1234567LeftRightLeftRightLeftRightLeftRightLeftRightAll spans4.6438.6437.7542.0943.596.170.000.000.000.000.000.00Odd Spans5.6027.8324.9329.5233.267.180.000.000.000.000.000.00Even Spans1.2729.2030.7832.8231.311.990.000.000.000.000.000.00Redistribution(3.2.2.1)method1b -1111111b +1111111Max M5.6038.6443.597.180.000.000.00Dead only2.2218.4017.9720.2420.993.000.000.000.000.000.000.00All spans4.6438.6437.7542.0943.596.170.000.000.000.000.000.00Odd Spans5.6027.8324.9329.5233.267.180.000.000.000.000.000.00Even Spans1.2729.2030.7832.8231.311.990.000.000.000.000.000.00Total Ultimate LoadsSpan123UDLPL1PL2ptUDUDLPL1PL2ptUDUDLPL1PL2ptUDDead only63.2500069.2300070.32000All spans132.55000145.082000145.328000Odd Spans132.5500069.23000145.328000Even Spans63.25000145.08200070.32000Span456Dead only000000000000All spans000000000000Odd Spans000000000000Even Spans000000000000Elastic ShearsSpan123All spans53.9178.6471.1073.9885.4359.90Odd Spans58.1974.3633.0936.1481.5663.76Even Spans21.4741.7871.8773.2245.1725.15Span456All spans0.000.000.000.000.000.00Odd Spans0.000.000.000.000.000.00Even Spans0.000.000.000.000.000.00ProjectMULTI-AGENCY BUILDING AT ALAUSALocation3A (L-Q), from grid L to QANALYSIS IIICONTINUOUS BEAM (Analysis & Design) to BS 8110:1997Made by RCC Job No 0Originated from RCC41.xls on CD 1999 BCA for RCCDate25-Feb-14Redistributed ShearsSpan123Dead only25.7437.5133.8635.3741.3029.02All spans53.9178.6471.1073.9885.4359.90Odd Spans58.1974.3633.0936.1481.5663.76Even Spans21.4741.7871.8773.2245.1725.15Span456Dead only0.000.000.000.000.000.00All spans0.000.000.000.000.000.00Odd Spans0.000.000.000.000.000.00Even Spans0.000.000.000.000.000.00Imposed ReactionsSupport1234567All spans11.1731.1432.5512.040.000.000.00Odd Spans13.8413.1815.3214.460.000.000.00Even Spans-2.6717.9617.23-2.420.000.000.00SPAN MOMENTSSPAN 1Left< >PL1< >PL2< >RightLoadings00Elastic VAll53.91053.91053.9110078.6448.2000Odd58.19058.19058.1910074.3648.2000Even21.47021.47021.4710041.7823000Redist VAll53.91053.91053.9110078.642.75Odd58.19058.19058.1910074.36Even21.47021.47021.4710041.78Elastic X-All0.0000.0000.0000.0001.119Odd0.0000.0000.0000.0001.207Even0.0000.0000.0000.0000.933Redist X-All0.0000.0000.0000.0001.119Odd0.0000.0000.0000.0001.207(3.2.2.1b)Even0.0000.0000.0000.0000.933MaxElastic MAll4.64-4.64-4.64-4.64-4.6425.5138.6425.51Odd5.60-5.60-5.60-5.60-5.6029.5327.8329.53Even1.27-1.27-1.27-1.27-1.278.7529.208.75bRedist MAll4.64-4.64-4.64-4.64-4.6425.5138.6425.511.000Odd5.60-5.60-5.60-5.60-5.6029.5327.8329.531.000Even1.27-1.27-1.27-1.27-1.278.7529.208.751.000SPAN 2Left< >PL1< >PL2< >RightLoadings00Elastic VAll71.10071.10071.1010073.9848.2000Odd33.09033.09033.0910036.1423000Even71.87071.87071.8710073.2248.2000Redist VAll71.10071.10071.1010073.983.01Odd33.09033.09033.0910036.14Even71.87071.87071.8710073.22Elastic X-All0.0000.0000.0000.0001.475Odd0.0000.0000.0000.0001.439Even0.0000.0000.0000.0001.491Redist X-All0.0000.0000.0000.0001.475Odd0.0000.0000.0000.0001.439(3.2.2.1b)Even0.0000.0000.0000.0001.491MaxElastic MAll37.75-37.75-37.75-37.75-37.7514.6942.0914.69Odd24.93-24.93-24.93-24.93-24.93-1.1329.52-1.13Even30.78-30.78-30.78-30.78-30.7822.7932.8222.79bRedist MAll37.75-37.75-37.75-37.75-37.7514.6942.0914.691.000Odd24.93-24.93-24.93-24.93-24.93-1.1329.52-0.790.700Even30.78-30.78-30.78-30.78-30.7822.7932.8222.791.000SPAN 3Left< >PL1< >PL2< >RightLoadings00Elastic VAll85.43085.43085.4310059.9049.6000Odd81.56081.56081.5610063.7649.6000Even45.17045.17045.1710025.1524000Redist VAll85.43085.43085.4310059.902.93Odd81.56081.56081.5610063.76Even45.17045.17045.1710025.15Elastic X-All0.0000.0000.0000.0001.722Odd0.0000.0000.0000.0001.644Even0.0000.0000.0000.0001.882Redist X-All0.0000.0000.0000.0001.722Odd0.0000.0000.0000.0001.644(3.2.2.1b)Even0.0000.0000.0000.0001.882MaxElastic MAll43.59-43.59-43.59-43.59-43.5929.996.1729.99Odd33.26-33.26-33.26-33.26-33.2633.807.1833.80Even31.31-31.31-31.31-31.31-31.3111.191.9911.19bRedist MAll43.59-43.59-43.59-43.59-43.5929.996.1729.991.000Odd33.26-33.26-33.26-33.26-33.2633.807.1833.801.000Even31.31-31.31-31.31-31.31-31.3111.191.9911.191.000ProjectMULTI-AGENCY BUILDING AT ALAUSALocation3A (L-Q), from grid L to QANALYSIS IVCONTINUOUS BEAM (Analysis & Design) to BS 8110:1997Made by RCC Job No 0Originated from RCC41.xls on CD 1999 BCA for RCCDate25-Feb-14SPAN 4Left< >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 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
Project & locationMULTI-AGENCY BUILDING AT ALAUSA : 3A (L-Q) : from grid L to QSPAN1CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls on CD 1999 BCA for RCCby3Span2.75 mh450Top cover35mm to main steelJob No0spansLbeambw230Btm cover35mm to main steelbyRCChf150Side cover35mm to main steelDate25-Feb-140MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm5.638.6M facekNm0.05.929.529.9b1.00011.0001.000dmm385.0407.0405.0413.5000bfmm230.0230.0350.0230.03.4.1.5K'0.1560.1560.1560.156Fig 3.3Web MreskNm132.8148.4146.9153.1Fig 3.3Flange MreskNm~~~~~~193.5~~~Fig 3.3K0.0000.0060.0210.0303.4.4.4zmm365.8386.7384.8392.83.4.4.4xmm42.845.245.045.93.4.4.4d'mm65.045.043.065.0000net fscN/mm0.03.431.10.0Fig 3.3Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm390.5390.5390.5390.5Fig 3.3As reqmm039197195bw/b~~~~~~0.7~~~Min %%0.24%0.24%0.24%0.24%Table 3.25Min Asmm246246248246DEFLECTIONfsN/mm0.085.511311.1Eqn 811Base ratio23.5100.03.4.6.3/40Tens Mod2.0-53.8Table 3.10Comp Mod1.11.2Table 3.110Perm L/d52.8-6353.13.4.6.30Actual L/dok6.8!!!0.03.4.5.1TENSION STEELAsmm246248246 1mmok20ok20ok1 2mm000Max No/layer336No 1226=mm6286285No 2ok0ok0!!!99As provmm6286285= %%ok0.710ok0.675ok0.005Clear distmm120.0120.030.8between barsMin Smmok25.0ok25.0ok25.03.12.11.1Max Smmok300.0ok300.0!!!4.2Table 3.28COMPRESSION STEELRequiredmm188246188Table 3.25 1mmok20ok16ok20 2mm000Max No/layer333No 1222=628402628No 2ok0ok0ok0As' provmm628402628= %%ok0.710ok0.432ok0.661Clear distmm120.0128.0120.0between barsMin Smmok25.0ok25.0ok25.03.12.11.1SHEARV at clkN58.278.6V at dkN34.153.23.4.5.10vN/mm0.3850.559Eqn 3vcN/mm0.452Nominal0.086Table 3.8(v-vc)bvN/mm92.092.0108.9Table 3.7Link [email protected] tomm275300300for (UDL only)mm0~~~673from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm825~~~900from faceAs Distmmok0.0ok0.0ok63.63.4.5.5As' Distmmok0.0ok0.0ok0.03.12.7.2Project & locationMULTI-AGENCY BUILDING AT ALAUSA : 3A (L-Q) : from grid L to QSPAN2CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls on CD 1999 BCA for RCCbySpan3.010 mh450Top cover35mm to main steelJob No0Lbeambw230Btm cover35mm to main steelbyRCChf150Side cover35mm to main steelDate25-Feb-140MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm37.742.1M facekNm29.98.822.833.9b1.0001.0001.0001.000dmm367.0402.5402.5391.0000bfmm230.0230.0350.0230.03.4.1.5K'0.1560.1560.1560.156Fig 3.3Web MreskNm120.6145.1145.1136.9Fig 3.3Flange MreskNm~~~~~~192.0~~~Fig 3.3K0.0390.0090.0160.0393.4.4.4zmm348.7382.4382.4371.53.4.4.4xmm40.844.744.743.43.4.4.4d'mm72.547.547.568.0000net fscN/mm0.00.00.00.0Fig 3.3Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm390.5390.5390.5390.5Fig 3.3As reqmm22059153234bw/b~~~~~~0.7~~~Min %%0.24%0.24%0.24%0.24%Table 3.25Min Asmm246246248246DEFLECTIONfsN/mm37.342.5158.9Eqn 811Base ratio100.023.53.4.6.3/40Tens Mod2.02.0Table 3.10Comp Mod1.31.3Table 3.110Perm L/d255.959.23.4.6.30Actual L/d0.0ok7.5ok3.4.5.1TENSION STEELAsmm246248246 1mmok32ok25ok16 2mm000Max No/layer233No 1222=mm1608982402No 2ok0ok0ok0As provmm1608982402= %%ok1.906ok1.060ok0.447Clear distmm96.0110.0128.0between barsMin Smmok32.0ok25.0ok25.03.12.11.1Max Smmok300.0ok300.0ok295.8Table 3.28COMPRESSION STEELRequiredmm295246295Table 3.25 1mmok25ok25ok16 2mm000Max No/layer333No 1222=982982402No 2ok0ok0ok0As' provmm982982402= %%ok1.163ok1.060ok0.447Clear distmm110.0110.0128.0between barsMin Smmok25.0ok25.0ok25.03.12.11.1SHEARV at clkN71.974.0V at dkN48.649.63.4.5.10vN/mm0.5760.551Eqn 3vcN/mm0.635Nominal0.386Table 3.8(v-vc)bvN/mm92.092.092.0Table 3.7Link [email protected] tomm275300275for (UDL only)mm0~~~69from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm1100~~~825from faceAs Distmmok0.0ok0.0ok0.03.4.5.5As' Distmmok0.0ok0.0ok0.03.12.7.2Project & locationMULTI-AGENCY BUILDING AT ALAUSA : 3A (L-Q) : from grid L to QSPAN3CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls on CD 1999 BCA for RCCbySpan2.93 mh450Top cover33mm to main steelJob No0Lbeambw230Btm cover33mm to main steelbyRCChf150Side cover33mm to main steelDate25-Feb-140MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm43.67.2M facekNm34.14.733.80.2b1.00011.0001.000dmm393.0409.0401.0402.0000bfmm230.0230.0350.0230.03.4.1.5K'0.1560.1560.1560.156Fig 3.3Web MreskNm138.3149.8144.0144.7Fig 3.3Flange MreskNm~~~~~~191.1~~~Fig 3.3K0.0380.0050.0240.0003.4.4.4zmm373.4388.6381.0381.93.4.4.4xmm43.745.444.644.73.4.4.4d'mm73.049.041.077.5000net fscN/mm0.00.055.90.0Fig 3.3Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm390.5390.5390.5390.5Fig 3.3As reqmm234312271bw/b~~~~~~0.7~~~Min %%0.24%0.24%0.24%0.24%Table 3.25Min Asmm246246248246DEFLECTIONfsN/mm158.938.61.0Eqn 811Base ratio100.023.53.4.6.3/40Tens Mod2.02.0Table 3.10Comp Mod1.21.4Table 3.110Perm L/d233.564.13.4.6.30Actual L/d0.0ok7.3ok3.4.5.1TENSION STEELAsmm246248246 1mmok16ok32ok10 2mm000Max No/layer424No 1224=mm4021608314No 2ok0ok0ok0As provmm4021608314= %%ok0.445ok1.744ok0.340Clear distmm132.0100.041.3between barsMin Smmok25.0ok32.0ok25.03.12.11.1Max Smmok295.7ok300.0ok300.0Table 3.28COMPRESSION STEELRequiredmm483246483Table 3.25 1mmok16ok16ok25 2mm000Max No/layer443No 1382=6031608982No 2ok0ok0ok0As' provmm6031608982= %%ok0.667ok1.744ok1.062Clear distmm58.05.1114.0between barsMin Smmok25.0!!!25.0ok25.03.12.11.1SHEARV at clkN85.463.8V at dkN60.238.13.4.5.10vN/mm0.6660.412Eqn 3vcN/mm0.385Nominal0.350Table 3.8(v-vc)bvN/mm92.092.092.0Table 3.7Link [email protected] tomm275300300for (UDL only)mm293~~~0from cl0.000for (with PL)mm293~~~0- = -0.00Adjust tomm825~~~1200from faceAs Distmmok0.0ok0.0ok0.03.4.5.5As' Distmmok0.0ok0.0ok0.03.12.7.2Project & locationMULTI-AGENCY BUILDING AT ALAUSA : 3A (L-Q) : from grid L to QSPAN4CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls on CD 1999 BCA for RCCbySpan0.000 mh0Top cover35mm to main steelJob No00beambw0Btm cover35mm to main steelbyRCChf0Side cover35mm to main steelDate25-Feb-14SPAN 4 IS NON-EXISTANT!MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm0.00.0M facekNm0.00.00.00.0b1.0001~1.000dmm-50.0-43.0-43.0-59.0000bfmm0.00.00.00.03.4.1.5K'0.1560.1560.1560.156Fig 3.3Web MreskNm0.00.00.00.0Fig 3.3Flange MreskNm~~~~~~0.0~~~Fig 3.3K0.0000.0000.0000.0003.4.4.4zmm0.00.00.00.03.4.4.4xmm0.00.00.00.03.4.4.4d'mm63.543.043.059.0000net fscN/mm0.00.00.00.0Fig 3.3Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm0.00.00.00.0Fig 3.3As reqmm0000bw/b~~~~~~0.0~~~Min %%0.31%0.00%0.00%0.31%Table 3.25Min Asmm0000DEFLECTIONfsN/mm0.00.00.0Eqn 811Base ratio100.00.03.4.6.3/40Tens Mod0.00.0Table 3.10Comp Mod0.00.0Table 3.110Perm L/d0.00.03.4.6.30Actual L/d0.000.003.4.5.1TENSION STEELAsmm000 1mmok10ok16ok16 2mm000Max No/layer-2-2-2No 1000=mm000No 2000000As provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm025.0025.0025.03.12.11.1Max Smm00.000.000.0Table 3.28COMPRESSION STEELRequiredmm000Table 3.25 1mmok25ok16ok16 2mm000Max No/layer-2-2-2No 1000=000No 2000000As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm025.0025.0025.03.12.11.1SHEARV 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 [email protected] tomm000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faceAs Distmm00.000.000.03.4.5.5As' Distmm0.00.00.00.00.00.03.12.7.2Project & locationMULTI-AGENCY BUILDING AT ALAUSA : 3A (L-Q) : from grid L to QSPAN5CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls on CD 1999 BCA for RCCbySpan0.00 mh0Top cover35mm to main steelJob No00beambw0Btm cover35mm to main steelbyRCChf0Side cover35mm to main steelDate25-Feb-14SPAN 5 IS NON-EXISTANT!MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm0.00.0M facekNm0.00.00.00.0b1.0001~1.000dmm-59.0-43.0-47.5-72.5000bfmm0.00.00.00.03.4.1.5K'0.1560.1560.1560.156Fig 3.3Web MreskNm0.00.00.00.0Fig 3.3Flange MreskNm~~~~~~0.0~~~Fig 3.3K0.0000.0000.0000.0003.4.4.4zmm0.00.00.00.03.4.4.4xmm0.00.00.00.03.4.4.4d'mm68.047.543.068.0000net fscN/mm0.00.00.00.0Fig 3.3Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm0.00.00.00.0Fig 3.3As reqmm0000bw/b~~~~~~0.0~~~Min %%0.31%0.00%0.00%0.31%Table 3.25Min Asmm0000DEFLECTIONfsN/mm0.00.00.0Eqn 811Base ratio100.00.03.4.6.3/40Tens Mod0.00.0Table 3.10Comp Mod0.00.0Table 3.110Perm L/d0.00.03.4.6.30Actual L/d0.000.003.4.5.1TENSION STEELAsmm000 1mmok16ok25ok25 2mm000Max No/layer-2-2-2No 1000=mm000No 2000000As provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm025.0025.0025.03.12.11.1Max Smm00.000.000.0Table 3.28COMPRESSION STEELRequiredmm000Table 3.25 1mmok16ok16ok16 2mm000Max No/layer-2-2-2No 1000=000No 2000000As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm025.0025.0025.03.12.11.1SHEARV 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 [email protected] tomm000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faceAs Distmm00.000.000.03.4.5.5As' Distmm0.00.00.00.00.00.03.12.7.2Project & locationMULTI-AGENCY BUILDING AT ALAUSA : 3A (L-Q) : from grid L to QSPAN6CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls on CD 1999 BCA for RCCbySpan0.000 mh0Top cover35mm to main steelJob No00beambw0Btm cover35mm to main steelbyRCChf0Side cover35mm to main steelDate25-Feb-14SPAN 6 IS NON-EXISTANT!MAIN STEELLEFT.25LSPANRIGHTBS8110 RefM CLkNm0.00.0M facekNm0.00.00.00.0b1.0001~~dmm-72.5-43.0-47.5-59.0000bfmm0.00.00.00.03.4.1.5K'0.1560.1560.1560.156Fig 3.3Web MreskNm0.00.00.00.0Fig 3.3Flange MreskNm~~~~~~0.0~~~Fig 3.3K0.0000.0000.0000.0003.4.4.4zmm0.00.00.00.03.4.4.4xmm0.00.00.00.03.4.4.4d'mm68.047.543.068.0000net fscN/mm0.00.00.00.0Fig 3.3Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm0.00.00.00.0Fig 3.3As reqmm0000bw/b~~~~~~0.0~~~Min %%0.31%0.00%0.00%0.31%Table 3.25Min Asmm0000DEFLECTIONfsN/mm0.00.00.0Eqn 811Base ratio100.00.03.4.6.3/40Tens Mod0.00.0Table 3.10Comp Mod0.00.0Table 3.110Perm L/d0.00.03.4.6.30Actual L/d0.000.003.4.5.1TENSION STEELAsmm000 1mmok25ok25ok16 2mm000Max No/layer-2-2-2No 1000=mm000No 2000000As provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm025.0025.0025.03.12.11.1Max Smm00.000.000.0Table 3.28COMPRESSION STEELRequiredmm000Table 3.25 1mmok16ok16ok16 2mm000Max No/layer-2-2-2No 1000=000No 2000000As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm025.0025.0025.03.12.11.1SHEARV 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 [email protected] tomm000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faceAs Distmm00.000.000.03.4.5.5As' Distmm0.00.00.00.00.00.03.12.7.2
Print Sheet
ProjectMULTI-AGENCY BUILDING AT ALAUSALocation3A (L-Q), from grid L to QGRAPH DATA ICONTINUOUS BEAM (Analysis & Design) to BS 8110:1997Made by RCC Job No 0Originated from RCC41.xls on CD 1999 BCA for RCCDate25-Feb-14LOADING DIAGRAM10.6857142857BEAM08.6900SUPPORTS002.752.755.765.768.698.698.698.698.698.698.698.69-42.742857142937.4-53.428571428637.4-42.742857142937.4-37.437.4-10.68571428570-10.68571428570-10.68571428570D UDL002.752.752.755.765.765.768.698.698.698.698.698.698.698.698.698.698.690232302323024240000000000L UDL23333323333323343424000000000D PUDL00002.752.752.752.755.765.765.765.768.698.698.698.698.698.698.698.698.698.698.698.69333333333333333334343434000000000000L PUDL333333333333333334343434000000000000PL 1002.752.755.765.768.698.698.698.698.698.69333333333434000000333333333434000000PL 2002.752.755.765.768.698.698.698.698.698.69333333333434000000333333333434000000MOMENT DIAGRAMSSPAN 1at col faceX000.13750.2750.41250.550.68750.8250.96251.11.23751.3751.51251.651.78751.9252.06252.22.33752.4752.61252.750.1152.635M(e) all04.6439778128-2.3135627291-8.3598220211-13.494800063-17.718496855-21.030912397-23.4320466889-24.9218997309-25.5004715228-25.1677620648-23.9237713568-21.7684993987-18.7019461907-14.7241117326-9.8349960246-4.03459906662.677079141510.300038599518.834279307628.279801265638.6366044736-1.23741484529.9121921315M(e) odd05.5950577947-1.9502728686-8.5843222818-14.307090445-19.1185773583-23.0187830215-26.0077074347-28.085350598-29.2517125112-29.5067931744-28.8505925877-27.2831107509-24.8043476642-21.4143033274-17.1129777406-11.9003709039-5.77648281711.25868651979.205137106418.062868943227.8318820299-0.777941146419.599075971M(e) even01.268266899-1.46602726-3.765477669-5.630084328-7.059847237-8.054766396-8.614841805-8.740073464-8.4304613729-7.6860055319-6.5067059409-4.8925625999-2.8435755089-0.35974466792.55892992315.91244826419.700810355213.924016196218.582065787223.674959128229.2026962192-1.048353556724.5497416749Beam000000000000000000000000M(r) all04.6439778128-2.3135627291-8.3598220211-13.494800063-17.718496855-21.030912397-23.4320466889-24.9218997309-25.5004715228-25.1677620648-23.9237713568-21.7684993987-18.7019461907-14.7241117326-9.8349960246-4.03459906662.677079141510.300038599518.834279307628.279801265638.6366044736-1.23741484529.9121921315M(r) odd05.5950577947-1.9502728686-8.5843222818-14.307090445-19.1185773583-23.0187830215-26.0077074347-28.085350598-29.2517125112-29.5067931744-28.8505925877-27.2831107509-24.8043476642-21.4143033274-17.1129777406-11.9003709039-5.77648281711.25868651979.205137106418.062868943227.8318820299-0.777941146419.599075971M(r) even01.268266899-1.46602726-3.765477669-5.630084328-7.059847237-8.054766396-8.614841805-8.740073464-8.4304613729-7.6860055319-6.5067059409-4.8925625999-2.8435755089-0.35974466792.55892992315.91244826419.700810355213.924016196218.582065787223.674959128229.2026962192-1.048353556724.549741674970% max03.9165404563-1.026219082-2.6358343683-3.9410590296-4.9418930659-5.6383364772-6.0303892635-6.1180514248-5.9013229611-5.3802038724-4.5546941586-3.4247938199-1.9905028562-0.25182126751.79125094624.13871378496.79056724869.746811337313.183995515319.795860885927.0456231316-0.544558802520.93853449270% min00.8877868293-1.6194939104-6.0090255973-10.0149633115-13.3830041508-16.1131481151-18.2053952043-19.6597454186-20.4761987578-20.6547552221-20.1954148114-19.0981775256-17.3630433649-14.9900123292-11.9790844184-8.3302596327-4.0435379720.88108056386.443595974512.644008260219.482317421-0.866190391513.7193531797Lower bound00-2.3135627291-8.5843222818-14.307090445-19.1185773583-23.0187830215-26.0077074347-28.085350598-29.2517125112-29.5067931744-28.8505925877-27.2831107509-24.8043476642-21.4143033274-17.1129777406-11.9003709039-5.77648281710000-1.23741484513.7193531797Upper bound05.595057794700000000000002.55892992315.91244826419.700810355213.924016196218.834279307628.279801265638.6366044736-0.544558802529.9121921315Beam000000000000000000000000L01.3750.13751.3751.3751.3751.3751.3751.3751.3751.3752.06252.752.752.752.752.752.22.752.752.752.75SPAN 2Local X00.15050.3010.45150.6020.75250.9031.05351.2041.35451.5051.65551.8061.95652.1072.25752.4082.55852.7092.85953.010.1152.895X2.752.90053.0513.20153.3523.50253.6533.80353.9544.10454.2554.40554.5564.70654.8575.00755.1585.30855.4595.60955.76M(e) all37.747633408227.593342292618.53079322710.55998621143.6809212459-2.1064016697-6.8019825353-10.4058213509-12.9179181165-14.3382728321-14.6668854977-13.9037561133-12.0488846789-9.1022711945-5.06391566010.06618192436.288021558713.601603243122.006926977631.50399276242.092800596429.890152279233.9032967254M(e) odd24.931751265920.212191185516.01358685512.33593827459.17924544416.54350836364.42872703312.83490145271.76203162221.21011754171.17915921131.66915663082.68010980034.21201871986.26488338948.838703808911.933479978415.54921189819.685899567524.34354298729.522142156621.278494148825.5181242737M(e) even30.782533580420.512623218111.33445490583.2480286435-3.7466555688-9.6495977311-14.4607978434-18.1802559057-20.807971918-22.3439458803-22.7881777926-22.1406676549-20.4014154672-17.5704212295-13.6476849418-8.6332066041-2.52698621644.670976221312.96068070922.342127246732.815315834422.836705518724.7141588961Beam00000000000000000000000M(r) all37.747633408227.593342292618.53079322710.55998621143.6809212459-2.1064016697-6.8019825353-10.4058213509-12.9179181165-14.3382728321-14.6668854977-13.9037561133-12.0488846789-9.1022711945-5.06391566010.06618192436.288021558713.601603243122.006926977631.50399276242.092800596429.890152279233.9032967254M(r) odd24.931751265920.212191185516.01358685512.33593827459.17924544416.54350836364.42872703312.83490145271.76203162221.21011754171.17915921131.66915663082.68010980034.21201871986.26488338948.838703808911.933479978415.54921189819.685899567524.34354298729.522142156621.278494148825.5181242737M(r) even30.782533580420.512623218111.33445490583.2480286435-3.7466555688-9.6495977311-14.4607978434-18.1802559057-20.807971918-22.3439458803-22.7881777926-22.1406676549-20.4014154672-17.5704212295-13.6476849418-8.6332066041-2.52698621644.670976221312.96068070922.342127246732.815315834422.836705518724.714158896170% max26.423343385819.315339604812.97155525898.63515679226.42547181084.58045585453.10010892321.98443101691.23342213550.84708227920.82541144791.16840964151.87607686022.94841310394.38541837266.18709266628.353435984910.884448328615.404848884322.052794933429.464960417520.923106595423.732307707870% min17.452225886214.14853382987.93411843412.2736200505-2.6226588982-6.7547184118-10.1225584904-12.726179134-14.5655803426-15.6407621162-15.9517244548-15.4984673584-14.280990827-12.2992948606-9.5533794592-6.0432446229-1.76889035153.26968335499.072476496315.639489072720.665499509614.894945904217.2999112273Lower bound0000-3.7466555688-9.6495977311-14.4607978434-18.1802559057-20.807971918-22.3439458803-22.7881777926-22.1406676549-20.4014154672-17.5704212295-13.6476849418-8.6332066041-2.5269862164000014.894945904217.2999112273Upper bound37.747633408227.593342292618.53079322712.33593827459.17924544416.54350836364.42872703312.83490145271.76203162221.21011754171.17915921131.66915663082.68010980034.21201871986.26488338948.838703808911.933479978415.54921189822.006926977631.50399276242.092800596429.890152279233.9032967254Beam00000000000000000000000L01.5051.5051.5051.5050.6021.5051.5051.5051.5051.5051.8063.013.013.013.013.012.4083.013.013.013.01SPAN 3Local X00.14650.2930.43950.5860.73250.8791.02551.1721.31851.4651.61151.7581.90452.0512.19752.3442.49052.6372.78352.930.1152.815X5.765.90656.0536.19956.3466.49256.6396.78556.9327.07857.2257.37157.5187.66457.8117.95758.1048.25058.3978.54358.69M(e) all43.585975494331.602386777220.6833256610.82879214292.0387862258-5.6866920913-12.3476428084-17.9440659255-22.4759614427-25.9433293598-28.3461696769-29.684482394-29.9582675111-29.1675250282-27.3122549454-24.3924572625-20.4081319796-15.3592790967-9.2458986138-2.06799053096.17444515234.0892248494-0.3855642032M(e) odd33.262333562221.845361901611.49291784112.2050013805-6.0183874801-13.1772487406-19.2715824012-24.3013884618-28.2666669224-31.1674177829-33.0036410435-33.7753367041-33.4825047646-32.1251452252-29.7032580858-26.2168433464-21.6659010069-16.0504310675-9.3704335281-1.62590838877.183144350824.21036763750.1783502755M(e) even31.312802294824.953211060419.10871382613.77931059168.96500135724.66578612280.8816648884-2.3873623461-5.1412955805-7.3801348149-9.1038800493-10.3125312837-11.0060885181-11.1845517526-10.847920987-9.9961962214-8.6293774558-6.7474646902-4.3504579246-1.4383571591.988837606526.2771617013-0.7449217999Beam00000000000000000000000M(r) all43.585975494331.602386777220.6833256610.82879214292.0387862258-5.6866920913-12.3476428084-17.9440659255-22.4759614427-25.9433293598-28.3461696769-29.684482394-29.9582675111-29.1675250282-27.3122549454-24.3924572625-20.4081319796-15.3592790967-9.2458986138-2.06799053096.17444515234.0892248494-0.3855642032M(r) odd33.262333562221.845361901611.49291784112.2050013805-6.0183874801-13.1772487406-19.2715824012-24.3013884618-28.2666669224-31.1674177829-33.0036410435-33.7753367041-33.4825047646-32.1251452252-29.7032580858-26.2168433464-21.6659010069-16.0504310675-9.3704335281-1.62590838877.183144350824.21036763750.1783502755M(r) even31.312802294824.953211060419.10871382613.77931059168.96500135724.66578612280.8816648884-2.3873623461-5.1412955805-7.3801348149-9.1038800493-10.3125312837-11.0060885181-11.1845517526-10.847920987-9.9961962214-8.6293774558-6.7474646902-4.3504579246-1.4383571591.988837606526.2771617013-0.744921799970% max30.51018284622.12167074414.4783279629.64551741416.275500953.26605028590.6171654218-1.6711536422-3.5989069063-5.1660943704-6.3727160345-7.2187718986-7.7042619627-7.8291862268-7.5935446909-6.997337355-6.0405642191-4.7232252832-3.0453205472-1.00685001135.028201045523.86245739460.124845192870% min21.918961606415.29175333128.04504248881.5435009664-4.212871236-9.2240741184-13.4901076809-17.0109719233-19.7866668457-21.8171924481-23.1025487305-23.6427356929-23.4377533353-22.4876016577-20.7922806601-18.3517903425-15.1661307049-11.2353017473-6.5593034697-1.44759337171.392186324616.9472573463-0.5214452599Lower bound0000-6.0183874801-13.1772487406-19.2715824012-24.3013884618-28.2666669224-31.1674177829-33.0036410435-33.7753367041-33.4825047646-32.1251452252-29.7032580858-26.2168433464-21.6659010069-16.0504310675-9.3704335281-2.0679905309016.9472573463-0.7449217999Upper bound43.585975494331.602386777220.6833256613.77931059168.96500135724.66578612280.881664888400000000000007.183144350834.08922484940.1783502755Beam00000000000000000000000L01.4651.4651.4651.4650.5861.4651.4651.4651.4651.4652.19752.932.932.932.932.932.932.932.932.78352.93ProjectMULTI-AGENCY BUILDING AT ALAUSALocation3A (L-Q), from grid L to QGRAPH DATA IICONTINUOUS BEAM (Analysis & Design) to BS 8110:1997Made by RCC Job No 0Originated from RCC41.xls on CD 1999 BCA for RCCDate25-Feb-14SPAN 4Local X0000000000000000000000.1150X8.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.69M(e) all00000000000000000000000M(e) odd00000000000000000000000M(e) even00000000000000000000000Beam00000000000000000000000M(r) all00000000000000000000000M(r) odd00000000000000000000000M(r) even0000000000000000000000070% max0000000000000000000000070% min00000000000000000000000Lower bound00000000000000000000000Upper bound00000000000000000000000Beam00000000000000000000000L0000000000000000000000SPAN 5Local X00000000000000000000000X8.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.69M(e) all00000000000000000000000M(e) odd00000000000000000000000M(e) even00000000000000000000000Beam00000000000000000000000M(r) all00000000000000000000000M(r) odd00000000000000000000000M(r) even0000000000000000000000070% max0000000000000000000000070% min00000000000000000000000Lower bound00000000000000000000000Upper bound00000000000000000000000Beam00000000000000000000000L0000000000000000000000SPAN 6Local X000000000000000000000000X8.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.69M(e) all000000000000000000000000M(e) odd000000000000000000000000M(e) even000000000000000000000000Beam000000000000000000000000M(r) all000000000000000000000000M(r) odd000000000000000000000000M(r) even00000000000000000000000070% max00000000000000000000000070% min000000000000000000000000Lower bound000000000000000000000000Upper bound000000000000000000000000Beam000000000000000000000000L0000000000000000000000SHEAR FORCE DIAGRAMSSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Local X0000002.75000003.01000002.930000000000000000000X0000002.752.752.752.752.752.755.765.765.765.765.765.768.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.698.69V(e) all053.914044850653.914044850653.914044850653.914044850653.9140448506-78.635955149471.097422861171.097422861171.097422861171.097422861171.0974228611-73.984577138985.432440389985.432440389985.432440389985.432440389985.4324403899-59.89555961010000000000000000000V(e) odd058.188882096358.188882096358.188882096358.188882096358.2-74.361117903733.089953192533.089953192533.089953192533.089953192533.0899531925-36.140046807581.564747171181.564747171181.564747171181.564747171181.5647471711-63.76325282890000000000000000000V(e) even021.467025701721.467025701721.467025701721.467025701721.4670257017-41.782974298371.865657058571.865657058571.865657058571.865657058571.8656570585-73.216342941545.168179074545.168179074545.168179074545.168179074545.1681790745-25.15182092550000000000000000000V(r) all053.914044850653.914044850653.914044850653.914044850653.9140448506-78.635955149471.097422861171.097422861171.097422861171.097422861171.0974228611-73.984577138985.432440389985.432440389985.432440389985.432440389985.4324403899-59.89555961010000000000000000000V(r) odd058.188882096358.188882096358.188882096358.188882096358.1888820963-74.361117903733.089953192533.089953192533.089953192533.089953192533.0899531925-36.140046807581.564747171181.564747171181.564747171181.564747171181.5647471711-63.76325282890000000000000000000V(r) even021.467025701721.467025701721.467025701721.467025701721.4670257017-41.782974298371.865657058571.865657058571.865657058571.865657058571.8656570585-73.216342941545.168179074545.168179074545.168179074545.168179074545.1681790745-25.15182092550000000000000000000Beam00000000000000000000000000000000000000GRIDS002.752.755.765.768.698.698.698.698.698.698.698.69-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269-33.802263021445.765274269
DisclaimerAll advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version.
This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110 & EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.Status of spreadsheetPublic release version.Revision history RCC41 Continuous Beams (A & D)DateVersionActionSize (kB)36375.0RCC41 v1.0First public release. Includes b version comments102936431.0RCC41 v1.1UCL comments incorporated1028