CONTINUOUS BEAM ANALYSIS & DESIGN to EC2

MAINOPERATING INSTRUCTIONSProjectSpreadsheets to EC2REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.3SupportsUseageClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.DwellingLocationWorked Examples: Main beam Grids C to Hrmw26-Nov-99149ADJUST REDISTRIBUTION ON NEXT SHEETOffice/Store2CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)CheckedRevisionJob NoADJUST REINFORCEMENT ON 'SPANS' SHEETParkingOffice/StoreOriginated from RCCe41.xls on CD 1999 BCA for RCCchg-R68MATERIALSSTATUS OKCOVERS (to links)USAGE000fck32N/mmdg20mmTop cover20mm000fyk500N/mmgs1.15Btm cover20mm000fywk250N/mmgc1.50Side cover20mm000000SPANSL (m)h (mm)bw (mm)hf (mm)Typebf (mm)LOADING PATTERNType = T, L or R(ectangular)Bf max000SPAN 18.00500300175R300minmax300000SPAN 26.00500300175R300DEAD1.01.3530000CHECKSSPAN 3IMPOSED01.5000SPAN 4REBAR LAYERING00SPAN 5Support steel00SPAN 6in alt layer ?N000SUPPORTSABOVE (m)H (mm)B (mm)End CondBELOW (m)H (mm)B (mm)End CondCan be K(nife), C(antilever) or E(ncastre) in column C0Support 13.500300300F4.000300300PEnd10Support 23.500300300F5.000300300PInt10Support 33.500300300F4.000300300PEnd10Support 4000Support 5000Support 6000Support 700000LOADING DIAGRAM0000000LOADINGUDLs (kN/m) PLs (kN) Position (m)00DeadImposedPositionLoadedDeadImposedPositionLoaded00Span 1LoadLoadfrom leftLengthSpan 4LoadLoadfrom leftLength0UDL25.820.0~~~~~~~~~~UDL~~~~~~~~~~00PL 1~~~~~PL 1~~~~~00PL 2~~~~~PL 2~~~~~0Part UDLPart UDL0Span 2Span 50UDL25.820.0~~~~~~~~~~UDL~~~~~~~~~~0PL 1~~~~~PL 1~~~~~0PL 2~~~~~PL 2~~~~~Part UDLPart UDLSpan 3Span 6UDL~~~~~~~~~~UDL~~~~~~~~~~PL 1~~~~~PL 1~~~~~PL 2~~~~~PL 2~~~~~Part UDLPart UDLREACTIONS (kN)SUPPORT1230000ALL SPANS LOADED241.9506.4159.30.00.00.00.0ODD SPANS LOADED241.9399.132.50.00.00.00.0EVEN SPANS LOADED79.6352.3163.40.00.00.00.0MAX ULTIMATE241.9506.4163.40.00.00.00.0Characteristic Dead92.7209.359.20.00.00.00.0Characteristic Imposed77.9149.255.70.00.00.00.0

Print Sheet

MAIN000000-57.577142857100000050.38000000045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.800000000-71.971428571400000050.38000000045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.80045.845.845.845.825.800000000-57.577142857100000050.380000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

ACTIONSOPERATING INSTRUCTIONSProjectSpreadsheets to EC2REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.LocationWorked Examples: Main beam Grids C to Hrmw26-Nov-99150ADJUST REDISTRIBUTION, then GOTO 'SPANS' sheetCONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)CheckedRevisionJob NoOriginated from RCCe41.xls on CD 1999 BCA for RCCchg-R68BENDING MOMENTS (kNm)CHOOSE REDISTRIBUTION LIMITS0 = Full redistribution.1 = Limit alt span upward redistribution to %.2 = No span moment redistribution.1Limited span redistribution selectedElastic MomentsRedistributed Envelope0.3SUPPORT No12300000.3Elastic M183.4382.381.3~~~kNm/m0.3Redistributed M128.3267.681.3~~~kNm/m0.3b0.7000.7001.000~~~~0.3Redistribution30.0%30.0%SELECT REDISTRIBUTION % HERE0.30.3SPAN No120000Elastic M262.7144.3~~~~Redistributed M323.0139.1~~~~b1.2300.964~~~~SHEARS (kN)Elastic ShearsRedistributed ShearsSPAN No120Elastic V240.5285.8240.2171.0~~Redistributed V241.9276.7229.6163.4~~SPAN No000Elastic V~~~~~~Redistributed V~~~~~~COLUMN MOMENTS (kNm ult)1230000ALL SPANSAbove103.1-33.5-34.30.00.00.00.0LOADEDBelow67.7-17.6-22.50.00.00.00.0ODD SPANSAbove110.7-61.11.20.00.00.00.0LOADEDBelow72.6-32.10.80.00.00.00.0EVEN SPANSAbove33.514.3-49.10.00.00.00.0LOADEDBelow22.07.5-32.20.00.00.00.0

Print ALL Output

ACTIONS0000000-262.6618078714055.4032486313139.134820160155.403248631367.9672405039170.7874496848170.7874496848183.3514415575401.4449117912023.437125915397.816766936223.437125915332.960525382582.822901571682.822901571692.34630103880-4.400996800760.6267137122-4.40099680072.08181026115.23115345845.231153458411.7139605202-262.66180787140-28.111119516727.5646604883-28.1111195167-24.6689048603-61.9877946548-61.9877946548-58.5455799985401.44491179120-47.6932422327-1.3693927356-47.6932422327-47.2916199817-118.8339427681-118.8339427681-118.43232051710-63.1473649487-26.1754459596-63.1473649487-65.7863351032-165.3072908813-165.3072908813-167.9462610358-262.66180787140-74.4734876647-46.8534991835-74.4734876647-80.1530502246-201.4078389945-201.4078389945-207.0874015544401.44491179120-81.6716103807-63.4035524075-81.6716103807-90.391765346-227.1355871078-227.1355871078-235.85574207310-84.7417330967-75.8256056314-84.7417330967-96.5024804674-242.490535221-242.490535221-254.2512825918-262.66180787140-83.6838558127-84.1196588554-83.6838558127-98.4851955888-247.4726833342-247.4726833342-262.2740231104401.44491179120-78.4979785286-88.2857120793-78.4979785286-96.3399107102-242.0820314475-242.0820314475-259.92396362910-69.1841012446-88.3237653033-69.1841012446-90.0666258317-226.3185795607-226.3185795607-247.2011041477-262.66180787140-55.7422239606-84.2338185272-55.7422239606-79.6653409531-200.1823276739-200.1823276739-224.1054446664401.44491179120-38.1723466766-76.0158717512-38.1723466766-65.1360560745-163.6732757872-163.6732757872-190.6369851850-16.4744693926-63.6699249751-16.4744693926-46.4787711959-116.7914239004-116.7914239004-146.7957257037-262.661807871409.3514078914-47.19597819919.3514078914-23.6934863173-59.5367720136-59.5367720136-92.5816662223401.4449117912039.3052851754-26.59403142339.30528517543.21979856138.09067987318.0906798731-27.994806741073.3871624594-1.86408464773.387162459434.261083439986.090931759986.090931759946.96485274040111.597039743426.9938621291111.597039743469.4303683184174.4639836467174.4639836467132.29731222170153.934917027459.9798089051153.9349170274108.727653197273.2098355335273.2098355335228.00257170310200.400794311497.0937556812200.4007943114152.1529380756382.3284874202382.3284874202334.08063118440222.1686507659173.1982300631222.1686507659131.8252577431331.2492813753331.2492813753240.90588835250159.6933373519142.1541430192159.6933373519104.3043910829262.0951036397262.0951036397206.70615737080103.0527239379113.4320559752103.052723937979.1055244227198.7756259041198.7756259041174.828426389052.246810523987.031968931352.246810523956.2286577626141.2908481685141.2908481685145.272695407207.275597109962.95388188737.275597109935.673791102489.640770432989.6407704329118.03896442550-31.860916304141.1977948433-31.860916304117.440924442343.825392697343.825392697393.12723344370-65.162729718121.7637077994-65.16272971811.53005778213.84471496173.844714961770.53750246190-92.62984313214.6516207554-92.6298431321-12.0588088781-30.3012627739-30.301262773950.26977148010-114.2622565461-10.1384662885-114.2622565461-23.3256755382-58.6125405094-58.612540509432.32404049840-130.05996996-22.6065533325-130.05996996-32.2705421984-81.089118245-81.08911824516.70030951660-140.022983374-32.7526403764-140.022983374-38.8934088586-97.7309959806-97.73099598063.39857853480-144.151296788-40.5767274204-144.151296788-43.1942755187-108.5381737162-108.5381737162-7.58115244690-142.444910202-46.0788144644-142.444910202-45.1731421789-113.5106514518-113.5106514518-16.23888342870-134.903823616-49.2589015083-134.903823616-44.830008839-112.6484291874-112.6484291874-22.57461441050-121.52803703-50.1169885523-121.52803703-42.1648754992-105.951506923-105.951506923-26.58834539220-102.317550444-48.6530755962-102.317550444-37.1777421594-93.4198846586-93.4198846586-28.2800763740-77.272363858-44.8671626402-77.272363858-29.8686088195-75.0535623942-75.0535623942-27.64980735580-46.3924772719-38.7592496841-46.3924772719-20.2374754797-50.8525401298-50.8525401298-24.69753833750-9.6778906859-30.3293367281-9.6778906859-8.2843421399-20.8168178654-20.8168178654-19.4232693193032.8713959001-19.577423772132.87139590015.990791215.05360439915.053604399-11.8270003011081.2553824861-6.50351081681.255382486122.587924539856.758726663456.7587266634-1.9087312828000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

SPANS000-322.98987164730128.34600909020281.0114382539089.0238027550-44.435997699453.82959641980-322.9898716473-115.267801094222.76339008450281.0114382539-175.72680448900-225.813007883800-322.9898716473-265.526411278600281.0114382539-294.867014673400-313.834818068200-322.9898716473-322.42982146300281.0114382539-320.652024857800-308.501428252600-322.9898716473-285.978031647400281.0114382539-253.08183504226.72314932040-209.81283843730.59598978960-322.9898716473-156.171041831858.59683025880281.0114382539-92.156445226690.7256707280-17.7690486214126.982511197200167.367351666400211.880192135600267.629941194200267.629941194200232.094007570300198.880073946500167.988140322600139.41820669880-22.3026414129113.17027307490-45.613910802789.24433945110-71.653833891667.64040582720-96.784144618148.35847220340-116.079755344731.39853857950-129.540666071216.76060495570-137.16687679784.44467133180-138.958387524300-134.915198250800-125.037308977400-109.324719703900-87.777430430400-60.39544115700-27.178751883500-16.979450321135.14446042150-6.50351081681.25538248610000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

Weight00000000108.455133059985.0753067985.0753067992.6767878035232.8773702831232.8773702831240.47885129660108.455133059985.0753067985.0753067992.6767878035232.8773702831232.8773702831240.47885129660108.455133059985.0753067985.0753067992.6767878035232.8773702831232.8773702831240.47885129660108.455133059985.0753067985.0753067992.6767878035232.8773702831232.8773702831240.47885129660108.455133059985.0753067985.0753067992.6767878035232.8773702831232.8773702831240.47885129660-97.9448669401-121.32469321-121.32469321-113.7232121965-285.7626297169-285.7626297169-278.16114870340107.3502901465217.9755447133217.975544713395.6062222005240.2384257853240.2384257853117.86910327260107.3502901465217.9755447133217.975544713395.6062222005240.2384257853240.2384257853117.86910327260107.3502901465217.9755447133217.975544713395.6062222005240.2384257853240.2384257853117.86910327260107.3502901465217.9755447133217.975544713395.6062222005240.2384257853240.2384257853117.86910327260107.3502901465217.9755447133217.975544713395.6062222005240.2384257853240.2384257853117.86910327260-47.4497098535-171.0044552867-171.0044552867-59.1937777995-148.7415742147-148.7415742147-36.9308967274000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

Analysis00000000103.465515838179.63789882779.63789882789.5198241446241.909508487241.909508487241.9095084870103.465515838179.63789882779.63789882789.5198241446241.909508487241.909508487241.9095084870103.465515838179.63789882779.63789882789.5198241446241.909508487241.909508487241.9095084870103.465515838179.63789882779.63789882789.5198241446241.909508487241.909508487241.9095084870103.465515838179.63789882779.63789882789.5198241446241.909508487241.909508487241.9095084870-102.9344841619-126.762101173-126.762101173-116.8801758554-276.730491513-276.730491513-276.7304915130116.0102016497225.5524264513225.5524264513102.1974850877229.6352024218229.6352024218122.32311207950116.0102016497225.5524264513225.5524264513102.1974850877229.6352024218229.6352024218122.32311207950116.0102016497225.5524264513225.5524264513102.1974850877229.6352024218229.6352024218122.32311207950116.0102016497225.5524264513225.5524264513102.1974850877229.6352024218229.6352024218122.32311207950116.0102016497225.5524264513225.5524264513102.1974850877229.6352024218229.6352024218122.32311207950-38.7897983503-163.4275735487-163.4275735487-52.6025149123-159.3447975782-159.3447975782-32.4768879205000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

BarOPERATING INSTRUCTIONS2ProjectSpreadsheets to EC2REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.(As enhanced by0122ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.As12.0116spansLocationWorked Examples: Main beam Grids C to Hrmw26-Nov-99151ADJUST REBAR UNTIL CHECKS AT BOTTOM ARE OK.top16.0120CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)CheckedRevisionJob No'20.0125Originated from RCCe41.xls on CD 1999 BCA for RCCchg-R68@25.01321632.0140SPAN 1LEFTCENTRERIGHTRACTIONSMkNm113.1323.0241.84d0.701.230.70DESIGNdmm460.0452.0455.5Asmm59619961341As'mm00522TOP STEELLayer 13T163T123T250CHECKSLayer 20000000As provmm603As' prov339As prov147300BTM STEELLayer 13T163T322T320Layer 2000000000As' provmm603As prov2413As' prov1608000DEFLECTIONL/d17.70Allowed37.23. .000SHEARVsdkN232.2LINK 267.0000VRd1kN66.81278.5000VRd2kN715.4NOMINAL708.4000s reqmm163340141000LINKSR12 @ 150 for 1950R12 @ 250R12 @ 125 for 2500legsNo222CHECKS% AsokokokCoverokokokmin Sokokokmax SokokokLinksokokokMain barsokokokmax VokokDeflectionokSPAN 2LEFTCENTRERIGHTACTIONSMkNm249.6139.157.5d0.810.961.00DESIGNdmm457.5457.5464.0Asmm1419748300As'mm7400TOP STEELLayer 13T252T253T120CHECKSLayer 20000000As provmm1473As' prov982As prov33900BTM STEELLayer 13T122T253T120Layer 2000000000As' provmm339As prov982As' prov339000DEFLECTIONL/d13.11Allowed56.49. .000SHEARVsdkN219.9LINK 153.7000VRd1kN78.71063.6000VRd2kN711.5NOMINAL721.6000s reqmm132236209000LINKSR10 @ 125 for 2000R10 @ 225R10 @ 200 for 1000legsNo222CHECKS% AsokokokCoverokokokmin Sokokokmax SokokokLinksokokokMain barsokokokmax VokokDeflectionokProjectSpreadsheets to EC2REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationWorked Examples: Main beam Grids C to Hrmw36490.00CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)CheckedRevisionJob NoOriginated from RCCe41.xls on CD 1999 BCA for RCCchg-R68SPAN 3LEFTCENTRERIGHTNO SPAN 3, IGNOREACTIONSMkNm0.0~0.0d1.00~1.00DESIGNdmm-36.0-40.0-40.0Asmm000As'mm000TOP STEELLayer 10T120T200T2000CHECKS000000000As provmm0As' prov0As prov000BTM STEELLayer 10T120T200T160000000000000As' provmm0As prov0As' prov0000DEFLECTIONL/d0.00Allowed0.000000SHEARVsdkN0.0LINK V0.0000VRd1kN0.010v0.0000VRd2kN0.0NOMINALvc0.0000s reqmm000000LINKS000legsNo222CHECKS% As000Coverokokokmin S000max S000LinksokokokMain bars000max V00Deflection0SPAN 4LEFTCENTRERIGHTNO SPAN 4, IGNOREACTIONSMkNm0.0~0.0d1.00~1.00DESIGNdmm-44.0-40.5-44.0Asmm000As'mm000TOP STEELLayer 10T320T160T3200CHECKS000000000As provmm0As' prov0As prov000BTM STEELLayer 10T200T250T200000000000000As' provmm0As prov0As' prov0101DEFLECTIONL/d0.00Allowed0.000000SHEARVsdkN0.0LINK 0.0000VRd1kN0.080.0111VRd2kN0.0NOMINAL0.0000s reqmm000000LINKS000legsNo333CHECKS% As000CoverFAILSokFAILSmin S000max S000LinksMORE LEGSMORE LEGSMORE LEGSMain bars000max V00Deflection0ProjectSpreadsheets to EC2REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationWorked Examples: Main beam Grids C to Hrmw36490.00CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)CheckedRevisionJob NoOriginated from RCCe41.xls on CD 1999 BCA for RCCchg-R68SPAN 5LEFTCENTRERIGHTNO SPAN 5, IGNOREACTIONSMkNm0.0~0.0d1.00~1.00DESIGNdmm-46.0-40.0-42.5Asmm000As'mm000TOP STEELLayer 10T320T160T2500CHECKS000000000As provmm0As' prov0As prov000BTM STEELLayer 10T200T200T160000000000000As' provmm0As prov0As' prov0100DEFLECTIONL/d0.00Allowed0.000000SHEARVsdkN0.0LINK 0.0000VRd1kN0.0100.0000VRd2kN0.0NOMINAL0.0000s reqmm000000LINKS000legsNo222CHECKS% As000CoverFAILSokokmin S000max S000LinksokokokMain bars000max V00Deflection0SPAN 6LEFTCENTRERIGHTNO SPAN 6, IGNOREACTIONSMkNm0.0~0.0d1.00~~DESIGNdmm-42.5-40.0-38.0Asmm000As'mm000TOP STEELLayer 10T250T160T1600CHECKS000000000As provmm0As' prov0As prov000BTM STEELLayer 10T160T200T160000000000000As' provmm0As prov0As' prov0000DEFLECTIONL/d0.00Allowed0.000000SHEARVsdkN0.0LINK 0.0000VRd1kN0.0100.0000VRd2kN0.0NOMINAL0.0000s reqmm000000LINKS000legsNo222CHECKS% As000Coverokokokmin S000max S000LinksokokokMain bars000max V00Deflection0

Print SheetPrint Sheet

Graffbd =3.18101000100ProjectSpreadsheets to EC2REINFORCED CONCRETE COUNCIL2434.8Bobs2011010110ClientAdvisory GroupMade byDatePagespans2518012140LocationWorked Examples: Main beam Grids C to Hrmw26-Nov-991523223016180CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 : 1992CheckedRevisionJob NoHooks4028020220Originated from RCCe41.xls on CD 1999 BCA for RCCchg-R685035025350APPROXIMATE WEIGHT of REINFORCEMENTLocationNoTypeDiaLengthUnit wtWeightLengthlbneta1good/badTOP STEELSupport 13T16302521430247740.7000000181000.7Span 13T125325114532553120.70000005325Support 23T254200449420011140.7000000280000.7Span 22T255400442539174820.70000005391Support 33T1221751621695190.7000000141000.70000000000100000000000000001000000001000000000010000000000000000100000000100000000001000000000000000010000000010000000000100000000000000001000000001BOTTOM STEELSupport 13T167252371416420000005851002Span 13T327650614576500000007650Support 23T32107562010613561153135600000055010011275210Span 22T25565044456500000005650Support 33T126751266812322421246000000585100223752100000000-200000000-20000000000003000000000003000000000-50000000-5000000000004000000000004000000000-50000000-5000000000005000000000005000000000-50000000-500000000000000000000LINKSSpan 147R1215001631488141221000000636000Span 234R1015001311480171160000006400000000000-2400000000001400000000000-2240000000001440000000000-2400000000001400000000000-240000000000140000SUMMARYspacers not includedTotal reinforcement in bay (kg)43312450000009450000000000Reinforcement density (kg/m)197.5On gross volumeVolume2.19m3

Print Sheet

BoxProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HANALYSIS TO EC2 ICONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99ANALYSISMin load1x dead loadLive load0.35x dead load +1.5x imposed load(Table 2.2)Distribution FactorsSUPT 1SUPT 2SUPT 3Up colLo colRLUp colLo colRLUp colLo colRA w1500001500001500001500000A f00000X bar2502502502500I6.8E+086.8E+083.1E+093.1E+096.8E+086.8E+083.1E+093.1E+096.8E+086.8E+080.0E+00Stiffness1.9E+081.3E+083.9E+083.9E+081.9E+081.0E+085.2E+085.2E+081.9E+081.3E+080.0E+00Sum710044642.8571431.E+098.E+08Factor0.27161270040.17824583460.55014146490.3240180710.15997235050.0839854840.43202409460.61985300630.22952271320.15062428050SUPT 4SUPT 5SUPT 6LUp colLo colRLUp colLo colRLUp colLo colRA w000000A f000000X bar000000I000000000000Stiffness000000000000Sum0.E+000.E+000.E+00Factor100010001000SUPT 7LUp colLo colA w0Partial UDL factorsA f0123456X bar0a000000I000b000000Stiffness000Sum0.E+00Factor000y2 =0.3Fixed End MomentsSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Min loadLRLRLRLRLRLRCant825.6464.40000UDL137.6137.677.477.400000000PL 1000000000000PL 2000000000000part UDL000000000000FEM137.6137.677.477.400000000Quasi loadCant1017.6572.40000UDL169.6169.695.495.400000000PL 1000000000000PL 2000000000000part UDL000000000000FEM169.6169.695.495.400000000Live loadCant1248.96702.540000UDL208.16208.16117.09117.0900000000PL 1000000000000PL 2000000000000part UDL000000000000FEM208.16208.16117.09117.0900000000ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HANALYSIS TO EC2 IICONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99Moment DistributionHiColSUPT 1LoColHiColSUPT 2LoColHiColSUPT 3LoColHiColSUPT 4LoColHiColSUPT 5LoColHiColSUPT 6LoColHiColSUPT 7LoColMin load-137.6137.6-77.477.40000000037.373907576275.699465576924.5266268469-9.6303354976-19.5058878712-26.007850495-5.0559261362-17.7650580005-47.97662268660-11.6583193128000000000000000-9.752943935637.8497327884-23.9883113433-13.0039252475000000002.64902343935.36549886431.738421632-2.2174441693-4.4913510373-5.9884680497-1.16415818892.98469620498.060522158201.9587068844000000000000000-2.24567551862.68274943214.0302610791-2.9942340249000000000.60995399191.23543921960.4002823072-1.0738960701-2.1751367161-2.9001822882-0.56379543680.68724471731.855984961800.4510043457000000000000000-1.08756835810.61771960980.9279924809-1.4500911441000000000.29539737860.59831644970.1938545297-0.2472711963-0.5008386499-0.6677848665-0.1298173780.33282885380.898843355100.2184189353000000000000000-0.25041932490.29915822490.4494216775-0.3338924333000000000.06801706910.13776605430.0446362016-0.1197520865-0.2425534159-0.3234045546-0.06286984540.07663589720.206964228500.0502923075000000000000000-0.1212767080.06888302710.1034821143-0.1617022773000000000.03294029410.06671934580.021617068-0.0275736568-0.0558494206-0.0744658942-0.01447616980.03711434540.100231642700.0243562892000000000000000-0.02792471030.03335967290.0501158213-0.0372329471000000000.0075847060.0153625410.0049774633-0.013353771-0.0270475686-0.0360634248-0.00701072980.0085458070.023078954200.0056081859000000000000000Sum41.0-68.026.9-13.3152.2-131.8-7.0-13.622.60.0-8.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Quasi Load-169.6169.6-95.495.40000000046.065513989393.303992455230.2304935555-11.869948404-24.0421408645-32.0561878194-6.2317229121-21.8964668379-59.13397679980-14.3695563623000000000000000-12.021070432346.6519962276-29.5669883999-16.0280939097000000003.26507540196.61328929792.1427057325-2.7331288598-5.5358512785-7.381135038-1.43489265143.67881160139.93506219502.4142201134000000000000000-2.76792563933.30664464894.9675310975-3.690567519000000000.75180375741.5227506660.4933712158-1.3236393423-2.6809824641-3.5746432854-0.69491065470.84706907022.287609371600.5558890773000000000000000-1.3404912320.7613753331.1438046858-1.7873216427000000000.36409444340.73745981010.2389369785-0.3047761257-0.6173127545-0.8230836727-0.1600074660.41023091281.107876693400.2692140365000000000000000-0.30865637730.36872990510.5539383467-0.4115418363000000000.08383499210.16980467150.0550167136-0.1476014089-0.2989611871-0.3986149161-0.07749073970.09445819890.255095444500.061988193000000000000000-0.14948059350.08490233580.1275477222-0.199307458000000000.04060082770.08223547270.0266442932-0.0339861351-0.068837658-0.091783544-0.01784272090.04574558850.12354132700.0300205425000000000000000-0.0344188290.04111773640.0617706635-0.045891772000000000.00934859110.0189352250.0061350129-0.0164592992-0.0333377009-0.0444502678-0.00864113210.0105332040.028446152800.0069124151000000000000000Sum50.6-83.833.2-16.4187.5-162.5-8.6-16.827.80.0-11.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Live on-208.16208.160000Odd Spans56.5388997171114.517447343637.1036529393-33.2998444713-67.4476016491-89.9301355321-17.48241834740000000000000000000-33.723800824557.25872367180-44.9650677661000000009.1598126118.55286118926.0111270253-9.15981261-18.5528611892-24.7371482523-4.808901620310.320504352227.871732432706.7728309811000000000000000-9.27643059469.276430594613.9358662163-12.3685741262000000002.5195963645.10334911681.6534851138-3.7133256804-7.521203635-10.0282715134-1.94949598222.83886869177.666697855601.8630075789000000000000000-3.76060181752.55167455843.8333489278-5.0141357567000000001.02142721482.0688629930.6703116097-1.0214272148-2.068862993-2.7584839906-0.53624928781.15085804323.108027122700.7552505908000000000000000-1.03443149651.03443149651.5540135614-1.3792419953000000000.28096473210.56908365890.1843831055-0.4140796399-0.8387029744-1.1182706325-0.2173918110.31656736490.854927297200.2077473332000000000000000-0.41935148720.28454182940.4274636486-0.5591353163000000000.11390118990.23070264150.0747476558-0.1139011899-0.2307026415-0.307603522-0.05979812470.12833425480.346581706700.0842193547000000000000000-0.11535132070.11535132070.1732908534-0.153801761000000000.03133088370.06345954460.0205608924-0.046174767-0.0935252804-0.1247003739-0.02424175270.03530099750.095334483900.0231662796000000000000000Sum69.67-115.3845.72-47.77181.93-109.08-25.0814.79-24.500.009.710.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HANALYSIS TO EC2 IIICONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99Live on-117.09117.090000Even Spans00018.731162515137.939275927650.58570123689.8338603204-26.8748144869-72.57858850620-17.63659700700000000000000018.96963796380-36.289294253125.292850618400000000-5.1523945931-10.4359844189-3.38125895175.805283698111.7583871215.67784949343.0477739415-5.8052836981-15.67784949340-3.80971742690000000000000005.87919356-5.2179922095-7.83892474677.838924746700000000-1.5968636391-3.2343881578-1.04794176312.08874569524.23067704475.64090272631.09659149-1.7992112763-4.85898107030-1.18073240010000000000000002.1153385224-1.6171940789-2.42949053512.820451363100000000-0.5745528083-1.1637354335-0.37705028050.64735764931.31119894241.74826525650.3398627659-0.6473576493-1.74826525650-0.42482845730000000000000000.6555994712-0.5818677168-0.87413262830.874132628300000000-0.1780691428-0.3606724535-0.11685787490.23291979750.47177042310.62902723080.1222828937-0.2006332925-0.54183373750-0.13166559820000000000000000.2358852116-0.1803362268-0.27091686880.314513615400000000-0.0640694193-0.1297702358-0.04204555640.07218801830.14621415750.194952210.0378987096-0.0721880183-0.194952210-0.0473733870000000000000000.0731070788-0.0648851179-0.0974761050.09747610500000000-0.0198568111-0.0402192354-0.01303103230.02597330650.05260797030.07014396030.0136359859-0.0223729801-0.06042085670-0.0146822682000000000000000Sum-7.612.6-5.027.648.2-90.314.5-35.458.70.0-23.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Live on-208.16208.16-117.09117.0900001,2,5 & 656.5388997171114.517447343637.1036529393-14.5686819562-29.5083257215-39.3444342953-7.648558027-26.8748144869-72.57858850620-17.636597007000000000000000-14.754162860757.2587236718-36.2892942531-19.6722171477000000004.00741801698.11687677032.6298680736-3.3545289119-6.7944740692-9.0592987589-1.76112767874.515220654112.193882939302.9631135543000000000000000-3.39723703464.05843838516.0969414697-4.5296493795000000000.92273272491.8689609590.6055433507-1.6245799852-3.2905265903-4.3873687871-0.85290449221.03965741542.807716785300.6822751788000000000000000-1.64526329520.93448047951.4038583926-2.1936843935000000000.44687440650.90512755940.2932613293-0.3740695655-0.7576640506-1.0102187341-0.19638652190.50350039391.359761866200.3304221335000000000000000-0.37883202530.45256377970.6798809331-0.5051093671000000000.10289558940.20841120540.0675252305-0.1811598425-0.3669325513-0.4892434017-0.09510891730.11593407240.313093559700.076081735000000000000000-0.18346627570.10420560270.1565467798-0.2446217009000000000.04983177060.10093240570.0327020994-0.0417131715-0.084488484-0.112651312-0.0218994150.05614623650.151629496700.0368459677000000000000000-0.0422442420.05046620280.0758147483-0.056325656000000000.01147407260.02324030920.0075298602-0.0202014606-0.0409173102-0.0545564136-0.01060576680.01292801740.034913627200.0084840114000000000000000Sum62.1-102.840.7-20.2230.2-199.4-10.6-20.634.20.0-13.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Live on-117.09117.0900Spans 2 & 300018.731162515137.939275927650.58570123689.8338603204-26.8748144869-72.57858850620-17.63659700700000000000000018.96963796380-36.289294253125.292850618400000000-5.1523945931-10.4359844189-3.38125895175.805283698111.7583871215.67784949343.0477739415-5.8052836981-15.67784949340-3.80971742690000000000000005.87919356-5.2179922095-7.83892474677.838924746700000000-1.5968636391-3.2343881578-1.04794176312.08874569524.23067704475.64090272631.09659149-1.7992112763-4.85898107030-1.18073240010000000000000002.1153385224-1.6171940789-2.42949053512.820451363100000000-0.5745528083-1.1637354335-0.37705028050.64735764931.31119894241.74826525650.3398627659-0.6473576493-1.74826525650-0.42482845730000000000000000.6555994712-0.5818677168-0.87413262830.874132628300000000-0.1780691428-0.3606724535-0.11685787490.23291979750.47177042310.62902723080.1222828937-0.2006332925-0.54183373750-0.13166559820000000000000000.2358852116-0.1803362268-0.27091686880.314513615400000000-0.0640694193-0.1297702358-0.04204555640.07218801830.14621415750.194952210.0378987096-0.0721880183-0.194952210-0.0473733870000000000000000.0731070788-0.0648851179-0.0974761050.09747610500000000-0.0198568111-0.0402192354-0.01303103230.02597330650.05260797030.07014396030.0136359859-0.0223729801-0.06042085670-0.0146822682000000000000000Sum-7.5912.56-4.9827.6048.25-90.3414.49-35.4258.670.00-23.250.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HANALYSIS TO EC2 IVCONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99Live on0000Spans 3 & 40000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000-31.0261908797-62.8424005087-20.3609377648-18.2735662703-37.0124316818-49.3499089091-9.5936222919-7.2988222793-19.71132559990-4.7898521208000000000000000-18.5062158409-31.4212002543-9.8556628-24.6749544546000000005.026523258910.18103669343.29865588876.603156802313.374449541817.8325993893.46665732125.663462494115.294844698703.7166472618000000000000000Sum-26.0-71.2-17.1-11.7-55.1-41.4-6.1-1.6-29.10.0-1.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Live on0000Spans 4 & 500000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Sum0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Elastic Support Moments(2.5.1.2)Support1234567LeftRightLeftRightLeftRightLeftRightLeftRightQuasi83.77187.5162.527.80.00.00.00.00.00.00.00.0All spans170.7874496848382.3331.256.80.00.00.00.00.00.00.00.0Odd Spans183.3514415575334.1240.9-1.90.00.00.00.00.00.00.00.0Even Spans55.4032486313200.4222.281.30.00.00.00.00.00.00.00.01,2,5,6170.79382.3331.256.80.00.00.00.00.00.00.00.02 & 355.40200.4222.281.30.00.00.00.00.00.00.00.03 & 4139.1397.1173.2-6.50.00.00.00.00.00.00.00.04 & 567.97152.2131.822.60.00.00.00.00.00.00.00.0Redistribution(2.5.3.4.2)method1b -0.70.711111b +1.31.311111Max M128.3460090902267.6381.260.000.000.000Dead only67.9672405039152.1529380756131.825257743122.587924539800000000All spans128.3460090902267.6299411942267.629941194256.758726663400000000Odd Spans128.3460090902267.6299411942267.6299411942-1.908731282800000000Even Spans72.0242232207260.5210326048267.629941194281.2553824861000000001,2,5,6128.3460090902267.6299411942267.629941194256.7587266634000000002 & 372.0242232207260.5210326048267.629941194281.2553824861000000003 & 4128.3460090902126.2218823856225.1576990821-6.503510816000000004 & 588.3574126551197.7988194983171.37283506622.587924539800000000ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HANALYSIS TO EC2 VCONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99Total LoadsSpan123UDLPL1PL2ptUDUDLPL1PL2ptUDUDLPL1PL2ptUDDead only206.4000154.80000000Quasi254.4000190.80000000All spans518.64000388.980000000Odd Spans518.64000154.80000000Even Spans206.4000388.9800000001,2,5,6518.64000388.9800000002 & 3206.4000388.9800000003 & 4206.4000154.800000004 & 5206.4000154.80000000Span456Dead only000000000000Quasi000000000000All spans000000000000Odd Spans000000000000Even Spans0000000000001,2,5,60000000000002 & 30000000000003 & 40000000000004 & 5000000000000Elastic ShearsRedistributed ShearsSpan123Span123Quasi114.2140.2117.873.00.00.0Dead only92.7113.795.659.20.00.0506.4159.30.0All spans232.9285.8240.2148.70.00.0All spans241.9276.7229.6159.30.00.0399.132.50.0Odd Spans240.5278.2117.936.90.00.0Odd Spans241.9276.7122.332.50.00.0352.3163.40.0Even Spans85.1121.3218.0171.00.00.0Even Spans79.6126.8225.6163.40.00.0506.4159.30.01,2,5,6232.9285.8240.2148.70.00.01,2,5,6241.9276.7229.6159.30.00.0352.3163.40.02 & 385.1121.3218.0171.00.00.02 & 379.6126.8225.6163.40.00.0218.938.80.03 & 4108.597.9107.447.40.00.03 & 4103.5102.9116.038.80.00.0219.152.60.04 & 592.7113.795.659.20.00.04 & 589.5116.9102.252.60.00.0Span456Span456Quasi0.00.00.00.00.00.0Dead only0.00.00.00.00.00.00.00.0All spans0.00.00.00.00.00.0All spans0.00.00.00.00.00.00.00.0Odd Spans0.00.00.00.00.00.0Odd Spans0.00.00.00.00.00.00.00.0Even Spans0.00.00.00.00.00.0Even Spans0.00.00.00.00.00.00.00.01,2,5,60.00.00.00.00.00.01,2,5,60.00.00.00.00.00.00.00.02 & 30.00.00.00.00.00.02 & 30.00.00.00.00.00.00.00.03 & 40.00.00.00.00.00.03 & 40.00.00.00.00.00.00.00.04 & 50.00.00.00.00.00.04 & 50.00.00.00.00.00.0Imposed ReactionsSupport1234567All spans77.9149.253.00.00.00.00.0Odd Spans77.999.9-17.80.00.00.00.0Even Spans-8.773.055.70.00.00.00.01,2,5,677.9149.253.00.00.00.00.02 & 3-8.773.055.70.00.00.00.03 & 47.26.4-13.60.00.00.00.04 & 5-2.16.5-4.40.00.00.00.0ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HANALYSIS TO EC2 VICONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99SPAN MOMENTSSPAN 1Left< >PL1< >PL2< >RightLoadings00Elastic VQuasi114.22952915320114.22952915320114.2295291532100140.170470846831.8000All232.87737028310232.87737028310232.8773702831100285.762629716964.83000Odd240.47885129660240.47885129660240.4788512966100278.161148703464.83000Even85.07530679085.07530679085.07530679100121.3246932125.8000Redist VAll241.9095084870241.9095084870241.909508487100276.73049151364.83000Odd241.9095084870241.9095084870241.909508487100276.73049151325.8000Even79.637898827079.637898827079.637898827100126.76210117325.8000Elastic X-Quasi0.00000.00003.59225.8000All0.00000.00003.5928Odd0.00000.00003.709Even0.00000.00003.297Redist X-All0.00000.00003.731Odd0.00000.00003.731(2.5.3.4.2)Even0.00000.00003.087MaxElastic MQuasi83.7735755048-83.7735755048-83.7735755048-83.7735755048-83.7735755048121.3897158562187.5373422792121.3897158562All170.7874496848-170.7874496848-170.7874496848-170.7874496848-170.7874496848247.4746943068382.3284874202247.4746943068Odd183.3514415575-183.3514415575-183.3514415575-183.3514415575-183.3514415575262.6618078714334.0806311844262.6618078714Even55.4032486313-55.4032486313-55.4032486313-55.4032486313-55.403248631384.8643448844200.400794311484.8643448844dRedist MAll128.3460090902-128.3460090902-128.3460090902-128.3460090902-128.3460090902322.9898716473267.6299411942322.98987164731.3051430271Odd128.3460090902-128.3460090902-128.3460090902-128.3460090902-128.3460090902322.9898716473267.6299411942322.98987164731.2296796183Even72.0242232207-72.0242232207-72.0242232207-72.0242232207-72.024223220750.8865312285260.521032604850.88653122850.5996220356SPAN 2Left< >PL1< >PL2< >RightLoadings00Elastic VQuasi117.84022736350117.84022736350117.840227363510072.959772636531.8000All240.23842578530240.23842578530240.2384257853100148.741574214764.83000Odd117.86910327260117.86910327260117.869103272610036.930896727425.8000Even217.97554471330217.97554471330217.9755447133100171.004455286764.83000Redist VAll229.63520242180229.63520242180229.6352024218100159.344797578264.83000Odd122.32311207950122.32311207950122.323112079510032.476887920564.83000Even225.55242645130225.55242645130225.5524264513100163.427573548725.8000Elastic X-Quasi0.00000.00003.70625.8000All0.00000.00003.7066Odd0.00000.00004.569Even0.00000.00003.362Redist X-All0.00000.00003.542Odd0.00000.00004.741(2.5.3.4.2)Even0.00000.00003.479MaxElastic MQuasi162.4822944275-162.4822944275-162.4822944275-162.4822944275-162.482294427555.85605753927.840930246755.856057539All331.2492813753-331.2492813753-331.2492813753-331.2492813753-331.2492813753113.872585228256.7587266634113.8725852282Odd240.9058883525-240.9058883525-240.9058883525-240.9058883525-240.905888352528.3407299862-1.908731282828.3407299862Even222.1686507659-222.1686507659-222.1686507659-222.1686507659-222.1686507659144.276961551481.2553824861144.2769615514dRedist MAll267.6299411942-267.6299411942-267.6299411942-267.6299411942-267.6299411942139.067006139656.7587266634139.06700613961.2212509785Odd267.6299411942-267.6299411942-267.6299411942-267.6299411942-267.629941194222.3495888216-1.908731282822.34958882160.7886031458Even267.6299411942-267.6299411942-267.6299411942-267.6299411942-267.6299411942124.7339110281.2553824861124.733911020.8645448981ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HANALYSIS TO EC2 VIICONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99SPAN 3Left< >PL1< >PL2< >RightLoadings00Elastic VQuasi01000100010000000All01000100010000000Odd01000100010000000Even01000100010000000Redist VAll01000100010000000Odd01000100010000000Even01000100010000000Elastic X-Quasi0.00000.00000.0000000All0.00000.00000.0000Odd0.00000.00000.000Even0.00000.00000.000Redist X-All0.00000.00000.000Odd0.00000.00000.000(2.5.3.4.2)Even0.00000.00000.000MaxElastic MQuasi00000000All00000000Odd00000000Even00000000dRedist MAll000000000Odd000000000Even000000000SPAN 4Left< >PL1< >PL2< >RightLoadings00Elastic VQuasi01000100010000000All01000100010000000Odd01000100010000000Even01000100010000000Redist VAll01000100010000000Odd01000100010000000Even01000100010000000Elastic X-Quasi0.00000.00000.0000000All0.00000.00000.0000Odd0.00000.00000.000Even0.00000.00000.000Redist X-All0.00000.00000.000Odd0.00000.00000.000(2.5.3.4.2)Even0.00000.00000.000MaxElastic MQuasi00000000All00000000Odd00000000Even00000000dRedist MAll000000000Odd000000000Even000000000ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HANALYSIS TO EC2 VIIICONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99SPAN 5Left< >PL1< >PL2< >RightLoadings00Elastic VQuasi01000100010000000All01000100010000000Odd01000100010000000Even01000100010000000Redist VAll01000100010000000Odd01000100010000000Even01000100010000000Elastic X-Quasi0.00000.00000.0000000All0.00000.00000.0000Odd0.00000.00000.000Even0.00000.00000.000Redist X-All0.00000.00000.000Odd0.00000.00000.000(2.5.3.4.2)Even0.00000.00000.000MaxElastic MQuasi00000000All00000000Odd00000000Even00000000dRedist MAll000000000Odd000000000Even000000000SPAN 6Left< >PL1< >PL2< >RightLoadings00Elastic VQuasi01000100010000000All01000100010000000Odd01000100010000000Even01000100010000000Redist VAll01000100010000000Odd01000100010000000Even01000100010000000Elastic X-Quasi0.00000.00000.0000000All0.00000.00000.0000Odd0.00000.00000.000Even0.00000.00000.000Redist X-All0.00000.00000.000Odd0.00000.00000.000(2.5.3.4.2)Even0.00000.00000.000MaxElastic MQuasi00000000All00000000Odd00000000Even00000000dRedist MAll000000000Odd000000000Even000000000

NotesMin As0.0015TABLE 4.832Project & locationSpreadsheets to EC2 : Worked Examples: Main beam Grids C to H: to EC2SPAN1CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992) Originated from RCCe41.xls on CD 1999 BCA for RCCby22025303540Span8.00 mh500 mmTop cover32mm to main steelJob NoR68spans0.260.30.340.370.41Rbeambw300 mmBtm cover32mm to main steelbyrmw0.040.040.030.040to EC2hf175 mmSide cover32mm to main steelDate26-Nov-990.3560.3560.3520.3460.410Ac150000MAIN STEELLEFT.25LSPANRIGHTEC2 RefM CLkNm128.3Top steel check267.6TABLE 5.5250M facekNm113.158.6323.0241.81220253550d0.7000.7001.2300.7000.00148333330.00148333330.00221666670.00221666670.0027666667dmm460.0462.0452.0455.5000bfmm300300300300TABLE 7 (NAD)x limmm95.794.7202.594.72.5.3.4.200.150.51.5xmm59.629.9199.4138.94.2.1.3.31342518Conc MORkNm175.6174.9326.9172.24.2.1.3.32443223zmm436.2438.9372.3417.6- = -3383525d'mm40.048.038.048.0000514107net fscN/mm212.00.0416.6327.2Fig 4.41443223Excess MkNm0.00.00.069.62443223As' reqmm0005223383525fstN/mm434.8434.8434.8434.8Fig 4.44383525As reqmm596307199613415383525btmm3003003003005.4.2.1.16383525As minmm207208203205Equn 5.1400.150.51.500.150.51.5As crackmm245216230245Equn 4.7844-11.862026749920.486217978223143.39817840058.26702183017As deflectionmm85604.4.3.24424.618324327930.062310136123143.45201930688.2811550687DEFLECTION CHECK38002514007fsN/mm280.6135.2277.54.4.3.2 (4)38002514007r%1.7791.078Table 738002514007Base ratio23.000.00(NAD)38002514007Mod factor1.6190.7884.4.3.2.440.013290490618.198062411323144.49703263398.55547106647Perm L/d37.20.0- = -.4423.842958974224.685027720723143.89871683728.39841316987Actual L/dok17.7ok0.038002514007TENSION STEEL38002514007Requiredmm5961996134138002514007 1mmok16ok32ok2538002514007 2mm000Max No/layer5345.4.2.1.1ENHANCEMENTNo 1333SPAN 1=mm60324131473As basic19960.150.51.5No 2ok0ok0ok0r1.4717053698c-17.699neededAs provmm60324131473Base ratio18.1980624113a-31.187-8.187856= %%ok0.402ok1.608ok0.982fs163.404929881b44.733.20Clear distmm94.070.080.5between barsk11.3386989007r100.0000.6310.8460.6314Min Smmok25.0ok32.0ok25.05.2.1.1 (3)CANT 1Max Smmok133.2ok299.1ok128.1Table 4.12As basic13410.150.51.5COMPRESSION STEELr0.9815096445c0.000neededRequiredmm6033076035.4.2.1Base ratio8.5554710664a-8.360-2.1950 1mmok16ok12ok32fs304.6668640295b11.58.40 2mm000k10.7179973467r100.0000.0000.0000.0000Max No/layer663No 1332=mm6033391608No 2ok0ok0ok0As' provmm6033391608= %%ok0.402ok0.226ok1.072Clear distmm94.0100.0172.0between barsMin Smmok20.0ok25.0ok32.05.2.1.1 (3)SHEARtRd =0.35TABLE 4.13Vsd at facekN232.2k =1267.0(Vsd-3Vcd)/rw/bw/dspacingrL0.437%n =0.541.078%4.3.2.3226226VRd1kN66.8Asw/s min =0.6778.5(4.18)3183331640VRd2kN715.4Nominal708.4(4.19)5091.7892.1330000Vsd/VRd20.3250.2320.37756.2584.1384.4527500VwdkN165.497.5188.662.576.4876.7725000Asw/s reqmm1.3896~~~1.5998(4.23)68.7568.8469.0922500s reqmm1633401417561.1961.42200200200s maxmm276273273(5.17-19)87.553.5453.74175175175s crackmm200~~~200Table 4.1310045.8946.06150150150Link mmok12ok12ok1212538.2438.39125125125Legsok2ok2ok215030.5930.71100100100@mm16327314117522.9523.03757575Adjust tomm15025012520015.3015.35505050for (UDL only)mm2077~~~2614from cl0.000for (with PL)mm2077~~~0- = -0.00Adjust tomm1950~~~2500from faces trans limmm460.0452.0455.55.4.2.2 (9)s transmmok248.0ok248.0ok248.0Project & locationSpreadsheets to EC2 : Worked Examples: Main beam Grids C to H: to EC2SPAN2CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992) Originated from RCCe41.xls on CD 1999 BCA for RCCbySpan6.00 mh500 mmTop cover30mm to main steelJob NoR68Rbeambw300 mmBtm cover30mm to main steelbyrmwto EC2hf175 mmSide cover30mm to main steelDate26-Nov-990Ac150000MAIN STEELLEFT.25LSPANRIGHTEC2 RefM CLkNm267.6Top steel check81.3M facekNm249.6113.2139.157.5d0.8080.80794119790.9641.000dmm457.5457.5457.5464.0000bfmm300.0300.0300.0300.0x limmm134.7134.7191.7207.92.5.3.4.2xmm143.360.074.729.24.2.1.3.3Conc MORkNm236.6236.6317.8344.54.2.1.3.3zmm403.6433.5427.6440.8- = -d'mm36.042.542.536.0000net fscN/mm416.6185.9283.80.0Fig 4.4Excess MkNm13.00.00.00.0As' reqmm74000fstN/mm434.8434.8434.8434.8Fig 4.4As reqmm1419600748300btmm3003003003005.4.2.1.1As minmm206206206209Equn 5.14As crackmm245179215245Equn 4.78As deflectionmm01954.4.3.2DEFLECTIONfsN/mm254.3133.1131.74.4.3.2 (4)r%1.0730.715Table 7Base ratio0.0030.06(NAD)Mod factor0.9831.8794.4.3.2.Perm L/d0.056.5- = -.Actual L/dok0.0ok13.1TENSION STEELRequiredmm1419748300 1mmok25ok25ok12 2mm000Max No/layer4465.4.2.1.1ENHANCEMENTNo 1323SPAN 2=mm1473982339As basic7480.150.51.5No 2ok0ok0ok0r0.5449960399c-13.115neededAs provmm1473982339Base ratio24.6850277207a-90.061987364-23.641271683195= %%ok0.982ok0.654ok0.226fs174.6297923743b129.08884855595.87849071460Clear distmm82.5190.0102.0between barsk11.4315999384r1000.14173882650.2170.1417Min Smmok25.0ok25.0ok25.05.2.1.1 (3)CANT 2Max Smmok157.1ok308.7ok323.4Table 4.12As basic14190.150.51.5COMPRESSION STEELr1.0338622767c0.000neededRequiredmm2456002455.4.2.1Base ratio8.3984131698a-10.469495582-2.74824259030 1mmok12ok25ok12fs263.9632752704b14.395556425210.53492992940 2mm000k10.9471014471r10000.0000.0000Max No/layer747No 1323=mm339982339No 2ok0ok0ok0As' provmm339982339= %%ok0.226ok0.654ok0.226Clear distmm102.0190.0102.0between barsMin Smmok20.0ok25.0ok20.05.2.1.1 (3)SHEARtRd =0.35TABLE 4.13Vsd at facekN219.9k =1153.7(Vsd-3Vcd)/rw/bw/dspacingrL1.073%n =0.540.244%4.3.2.3157157VRd1kN78.7Asw/s min =0.6763.6(4.18)00VRd2kN711.5Nominal721.6(4.19)500.000.00300300300Vsd/VRd20.3090.2000.21356.250.000.00275275275VwdkN141.278.790.162.50.000.00250250250Asw/s reqmm1.1928~~~0.7507(4.23)68.750.000.00225225225s reqmm132236209750.000.00200200200s maxmm275275278(5.17-19)87.50.000.00175175175s crackmm300~~~300Table 4.131000.000.00150150150Link mmok10ok10ok101250.000.00125125125Legsok2ok2ok21500.000.00100100100@mm1322362091750.000.00757575Adjust tomm1252252002000.000.00505050for (UDL only)mm2178~~~1157from cl0.000for (with PL)mm2178~~~0- = -0.00Adjust tomm2000~~~1000from faces trans limmm457.5457.5464.05.4.2.2 (9)s transmmok250.0ok250.0ok250.0Project & locationSpreadsheets to EC2 : Worked Examples: Main beam Grids C to H: to EC2SPAN3CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992) Originated from RCCe41.xls on CD 1999 BCA for RCCbySpan0.00 mh0 mmTop cover30mm to main steelJob NoR680beambw0 mmBtm cover30mm to main steelbyrmwto EC2hf0 mmSide cover30mm to main steelDate26-Nov-99SPAN 3 IS NON-EXISTANT!Ac0MAIN STEELLEFT.25LSPANRIGHTEC2 RefM CLkNm0.0Top steel check0.0M facekNm0.00.0~0.0d1.0001~1.000dmm-36.0-40.0-40.0-40.0000bfmm0.00.00.00.0x limmm-16.1-17.9-17.9-17.92.5.3.4.2xmm0.00.00.00.04.2.1.3.3Conc MORkNm0.00.00.00.04.2.1.3.3zmm0.00.00.00.0- = -d'mm36.040.040.038.0000net fscN/mm0.00.00.00.0Fig 4.4Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm0.00.00.00.0Fig 4.4As reqmm0000btmm00005.4.2.1.1As minmm0000Equn 5.14As crackmm0000Equn 4.78As deflectionmm004.4.3.2DEFLECTIONfsN/mm0.0250.00.04.4.3.2 (4)r%0.0000.000Table 7Base ratio0.000.00(NAD)Mod factor0.0000.0004.4.3.20Perm L/d0.00.0- = -0Actual L/d00.000.0TENSION STEELRequiredmm000 1mmok12ok20ok20 2mm000Max No/layer-2-2-25.4.2.1.1ENHANCEMENTNo 1000SPAN 3=mm000As basic00.150.51.5No 2000000r0c0.000neededAs provmm000Base ratio0a000= %%00.00000.00000.000fs0b000Clear distmm0.00.00.0between barsk10r000.0000.0000Min Smm025.0020.0025.05.2.1.1 (3)CANT 3Max Smm0488.00480.00480.0Table 4.12As basic00.150.51.5COMPRESSION STEELr0c0.000neededRequiredmm0005.4.2.1Base ratio0a000 1mmok12ok20ok16fs0b000 2mm000k10r000.0000.0000Max No/layer-3-2-3No 1000=mm000No 2000000As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm0.020.00.025.00.020.05.2.1.1 (3)SHEARtRd =0.35TABLE 4.13Vsd at facekN0.0k =10.0(Vsd-3Vcd)/rw/bw/dspacingrL0.000%n =0.540.000%4.3.2.3157157VRd1kN0.0Asw/s min =0.000.0(4.18)00VRd2kN0.0Nominal0.0(4.19)500.000.0030000Vsd/VRd20.0000.0000.00056.250.000.0027500VwdkN0.00.00.062.50.000.0025000Asw/s reqmm0.0000~~~0.0000(4.23)68.750.000.0022500s reqmm000750.000.0020000s maxmm000(5.17-19)87.50.000.0017500s crackmm0~~~0Table 4.131000.000.0015000Link mmok10ok10ok101250.000.0012500Legs0.020.020.021500.000.0010000@mm0001750.000.007500Adjust tomm0002000.000.005000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faces trans limmm-36.0-40.0-40.05.4.2.2 (9)s transmmok-50.0ok-50.0ok-50.0Project & locationSpreadsheets to EC2 : Worked Examples: Main beam Grids C to H: to EC2SPAN4CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992) Originated from RCCe41.xls on CD 1999 BCA for RCCbySpan0.00 mh0 mmTop cover28mm to main steelJob NoR680beambw0 mmBtm cover28mm to main steelbyrmwto EC2hf0 mmSide cover28mm to main steelDate26-Nov-99SPAN 4 IS NON-EXISTANT!Ac0MAIN STEELLEFT.25LSPANRIGHTEC2 RefM CLkNm0.0Top steel check0.0M facekNm0.00.0~0.0d1.0001~1.000dmm-44.0-36.0-40.5-44.0000bfmm0.00.00.00.0x limmm-19.7-19.7-18.1-19.72.5.3.4.2xmm0.00.00.00.04.2.1.3.3Conc MORkNm0.00.00.00.04.2.1.3.3zmm0.00.00.00.0- = -d'mm38.040.536.038.0000net fscN/mm0.00.00.00.0Fig 4.4Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm0.00.00.00.0Fig 4.4As reqmm0000btmm00005.4.2.1.1As minmm0000Equn 5.14As crackmm0000Equn 4.78As deflectionmm004.4.3.2DEFLECTIONfsN/mm0.0250.00.04.4.3.2 (4)r%0.0000.000Table 7Base ratio0.000.00(NAD)Mod factor0.0000.0004.4.3.20Perm L/d0.00.0- = -0Actual L/d00.000.0TENSION STEELRequiredmm000 1mm! ! !32ok25! ! !32 2mm000Max No/layer-2-2-25.4.2.1.1ENHANCEMENTNo 1000SPAN 4=mm000As basic00.150.51.5No 2000000r0c0.000neededAs provmm000Base ratio0a000= %%00.00000.00000.000fs0b000Clear distmm0.00.00.0between barsk10r000.0000.0000Min Smm032.0025.0032.05.2.1.1 (3)CANT 4Max Smm0468.00475.00468.0Table 4.12As basic00.150.51.5COMPRESSION STEELr0c0.000neededRequiredmm0005.4.2.1Base ratio0a000 1mmok20ok16ok20fs0b000 2mm000k10r000.0000.0000Max No/layer-2-2-2No 1000=mm000No 2000000As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm0.020.00.025.00.020.05.2.1.1 (3)SHEARtRd =0.35TABLE 4.13Vsd at facekN0.0k =10.0(Vsd-3Vcd)/rw/bw/dspacingrL0.000%n =0.540.000%4.3.2.3151151VRd1kN0.0Asw/s min =0.000.0(4.18)00VRd2kN0.0Nominal0.0(4.19)500.000.0030000Vsd/VRd20.0000.0000.00056.250.000.0027500VwdkN0.00.00.062.50.000.0025000Asw/s reqmm0.0000~~~0.0000(4.23)68.750.000.0022500s reqmm000750.000.0020000s maxmm000(5.17-19)87.50.000.0017500s crackmm0~~~0Table 4.131000.000.0015000Link mmok8ok8ok81250.000.0012500Legs0.030.030.031500.000.0010000@mm0001750.000.007500Adjust tomm0002000.000.005000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faces trans limmm-44.0-44.0-44.05.4.2.2 (9)s transmm! ! !-24.0! ! !-24.0! ! !-24.0Project & locationSpreadsheets to EC2 : Worked Examples: Main beam Grids C to H: to EC2SPAN5CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992) Originated from RCCe41.xls on CD 1999 BCA for RCCbySpan0.00 mh0 mmTop cover30mm to main steelJob NoR680beambw0 mmBtm cover30mm to main steelbyrmwto EC2hf0 mmSide cover30mm to main steelDate26-Nov-99SPAN 5 IS NON-EXISTANT!Ac0MAIN STEELLEFT.25LSPANRIGHTEC2 RefM CLkNm0.0Top steel check0.0M facekNm0.00.0~0.0d1.0001~1.000dmm-46.0-38.0-40.0-42.5000bfmm0.00.00.00.0x limmm-20.6-20.6-17.9-19.02.5.3.4.2xmm0.00.00.00.04.2.1.3.3Conc MORkNm0.00.00.00.04.2.1.3.3zmm0.00.00.00.0- = -d'mm40.040.038.038.0000net fscN/mm0.00.00.00.0Fig 4.4Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm0.00.00.00.0Fig 4.4As reqmm0000btmm00005.4.2.1.1As minmm0000Equn 5.14As crackmm0000Equn 4.78As deflectionmm004.4.3.2DEFLECTIONfsN/mm0.0250.00.04.4.3.2 (4)r%0.0000.000Table 7Base ratio0.000.00(NAD)Mod factor0.0000.0004.4.3.20Perm L/d0.00.0- = -0Actual L/d00.000.0TENSION STEELRequiredmm000 1mm! ! !32ok20ok25 2mm000Max No/layer-2-2-25.4.2.1.1ENHANCEMENTNo 1000SPAN 5=mm000As basic00.150.51.5No 2000000r0c0.000neededAs provmm000Base ratio0a000= %%00.00000.00000.000fs0b000Clear distmm0.00.00.0between barsk10r000.0000.0000Min Smm032.0020.0025.05.2.1.1 (3)CANT 5Max Smm0468.00480.00475.0Table 4.12As basic00.150.51.5COMPRESSION STEELr0c0.000neededRequiredmm0005.4.2.1Base ratio0a000 1mmok20ok16ok16fs0b000 2mm000k10r000.0000.0000Max No/layer-2-2-3No 1000=mm000No 2000000As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm0.020.00.025.00.020.05.2.1.1 (3)SHEARtRd =0.35TABLE 4.13Vsd at facekN0.0k =10.0(Vsd-3Vcd)/rw/bw/dspacingrL0.000%n =0.540.000%4.3.2.3157157VRd1kN0.0Asw/s min =0.000.0(4.18)00VRd2kN0.0Nominal0.0(4.19)500.000.0030000Vsd/VRd20.0000.0000.00056.250.000.0027500VwdkN0.00.00.062.50.000.0025000Asw/s reqmm0.0000~~~0.0000(4.23)68.750.000.0022500s reqmm000750.000.0020000s maxmm000(5.17-19)87.50.000.0017500s crackmm0~~~0Table 4.131000.000.0015000Link mmok10ok10ok101250.000.0012500Legs0.020.020.021500.000.0010000@mm0001750.000.007500Adjust tomm0002000.000.005000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faces trans limmm-46.0-46.0-42.55.4.2.2 (9)s transmmok-50.0ok-50.0ok-50.0Project & locationSpreadsheets to EC2 : Worked Examples: Main beam Grids C to H: to EC2SPAN6CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992) Originated from RCCe41.xls on CD 1999 BCA for RCCbySpan0.00 mh0 mmTop cover30mm to main steelJob NoR680beambw0 mmBtm cover30mm to main steelbyrmwto EC2hf0 mmSide cover30mm to main steelDate26-Nov-99SPAN 6 IS NON-EXISTANT!Ac0MAIN STEELLEFT.25LSPANRIGHTEC2 RefM CLkNm0.0Top steel check0.0M facekNm0.00.0~0.0d1.0001~~dmm-42.5-38.0-40.0-38.0000bfmm0.00.00.00.0x limmm-19.00.0-17.90.02.5.3.4.2xmm0.00.00.00.04.2.1.3.3Conc MORkNm0.00.00.00.04.2.1.3.3zmm0.00.00.00.0- = -d'mm38.040.038.038.0000net fscN/mm0.00.00.00.0Fig 4.4Excess MkNm0.00.00.00.0As' reqmm0000fstN/mm0.00.00.00.0Fig 4.4As reqmm0000btmm00005.4.2.1.1As minmm0000Equn 5.14As crackmm0000Equn 4.78As deflectionmm004.4.3.2DEFLECTIONfsN/mm0.0250.00.04.4.3.2 (4)r%0.0000.000Table 7Base ratio0.000.00(NAD)Mod factor0.0000.0004.4.3.20Perm L/d0.00.0- = -0Actual L/d00.000.0TENSION STEELRequiredmm000 1mmok25ok20ok16 2mm000Max No/layer-2-2-25.4.2.1.1ENHANCEMENTNo 1000SPAN 6=mm000As basic00.150.51.5No 2000000r0c0.000neededAs provmm000Base ratio0a000= %%00.00000.00000.000fs0b000Clear distmm0.00.00.0between barsk10r000.0000.0000Min Smm025.0020.0025.05.2.1.1 (3)CANT 6Max Smm0475.00480.00484.0Table 4.12As basic00.150.51.5COMPRESSION STEELr0c0.000neededRequiredmm0005.4.2.1Base ratio0a000 1mmok16ok16ok16fs0b000 2mm000k10r000.0000.0000Max No/layer-3-2-3No 1000=mm000No 2000000As' provmm000= %%00.00000.00000.000Clear distmm0.00.00.0between barsMin Smm0.020.00.025.00.020.05.2.1.1 (3)SHEARtRd =0.35TABLE 4.13Vsd at facekN0.0k =10.0(Vsd-3Vcd)/rw/bw/dspacingrL0.000%n =0.540.000%4.3.2.3157157VRd1kN0.0Asw/s min =0.000.0(4.18)00VRd2kN0.0Nominal0.0(4.19)500.000.0030000Vsd/VRd20.0000.0000.00056.250.000.0027500VwdkN0.00.00.062.50.000.0025000Asw/s reqmm0.0000~~~0.0000(4.23)68.750.000.0022500s reqmm000750.000.0020000s maxmm000(5.17-19)87.50.000.0017500s crackmm0~~~0Table 4.131000.000.0015000Link mmok10ok10ok101250.000.0012500Legs0.020.020.021500.000.0010000@mm0001750.000.007500Adjust tomm0002000.000.005000for (UDL only)mm0~~~0from cl0.000for (with PL)mm0~~~0- = -0.00Adjust tomm0~~~0from faces trans limmm-42.5-42.5-38.05.4.2.2 (9)s transmmok-50.0ok-50.0ok-50.0

Print Sheet

ProjectSpreadsheets to EC2ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HGRAPH DATA ILocationWorked Examples: Main beam Grids C to HGRAPH DATA IIICONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68CONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99LOADING DIAGRAM-22.914.3942857143SPAN 1SPAN 2SPAN 3LOADING DIAGRAM contSPAN 4SPAN 5SPAN 6SUPT 1UDLpartial UDLPL1PL2SUPT 2UDLpartial UDLPL1PL2SUPT 3UDLpartial UDLPL1PL2SUPT 4UDLpartial UDLPL1PL2SUPT 5UDLpartial UDLPL1PL2SUPT 6UDLpartial UDLPL1PL2SUPT 7X0000000000000080008000800080008000800080008000800080008000800080008000800014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000140001400014000BEAM000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Dead UDL00025.8025.825.825.825.825.825.825.825.825.825.825.800025.8025.825.825.825.825.825.825.825.825.825.825.80000.00000000000000000.00000000000000000.00000000000000000.0000000000000000Imposed UDL00045.8045.845.845.845.845.845.845.845.845.845.845.800045.8045.845.845.845.845.845.845.845.845.845.845.80000.00000000000000000.00000000000000000.00000000000000000.0000000000000000part UDL00045.8045.845.845.845.845.845.845.845.845.845.845.800045.8045.845.845.845.845.845.845.845.845.845.845.80000.00000000000000000.00000000000000000.00000000000000000.0000000000000000PL 100045.8045.845.845.845.845.845.845.845.845.845.845.800045.8045.845.845.845.845.845.845.845.845.845.845.80000.00000000000000000.00000000000000000.00000000000000000.0000000000000000PL 200045.845.845.845.845.845.845.845.845.845.845.845.800045.845.845.845.845.845.845.845.845.845.845.845.8000000000000000000000000000000000000000000000000000000000000000SUPPORTS-57.577142857150.380000000000000-71.971428571450.380000000000000-57.577142857150.380000000000000000000000000000000000000000000000000000000000000GRIDS8814141414141414141414-262.7401.4-262.7401.4-262.7401.4-262.7401.4-262.7401.4-262.7401.4-323.0281.0-323.0281.0-323.0281.0-323.0281.0-323.0281.0-323.0281.0MOMENT DIAGRAMSSPAN 1at col faceX000.40.81.21.622.42.83.23.644.44.85.25.666.46.87.27.680.157.85M(e) all0170.787449684882.82290157165.2311534584-61.9877946548-118.8339427681-165.3072908813-201.4078389945-227.1355871078-242.490535221-247.4726833342-242.0820314475-226.3185795607-200.1823276739-163.6732757872-116.7914239004-59.53677201368.090679873186.0909317599174.4639836467273.2098355335382.3284874202136.5851816424340.1934304627M(e) odd0183.351441557592.346301038811.7139605202-58.5455799985-118.4323205171-167.9462610358-207.0874015544-235.8557420731-254.2512825918-262.2740231104-259.9239636291-247.2011041477-224.1054446664-190.636985185-146.7957257037-92.5816662223-27.99480674146.9648527404132.2973122217228.0025717031334.0806311844148.008951363293.0857963789M(e) even055.403248631323.4371259153-4.4009968007-28.1111195167-47.6932422327-63.1473649487-74.4734876647-81.6716103807-84.7417330967-83.6838558127-78.4979785286-69.1841012446-55.7422239606-38.1723466766-16.47446939269.351407891439.305285175473.3871624594111.5970397434153.9349170274200.400794311442.9322026128182.49234032991,2,5,60170.787449684882.82290157165.2311534584-61.9877946548-118.8339427681-165.3072908813-201.4078389945-227.1355871078-242.490535221-247.4726833342-242.0820314475-226.3185795607-200.1823276739-163.6732757872-116.7914239004-59.53677201368.090679873186.0909317599174.4639836467273.2098355335382.3284874202136.5851816424340.19343046272 & 3055.403248631323.4371259153-4.4009968007-28.1111195167-47.6932422327-63.1473649487-74.4734876647-81.6716103807-84.7417330967-83.6838558127-78.4979785286-69.1841012446-55.7422239606-38.1723466766-16.47446939269.351407891439.305285175473.3871624594111.5970397434153.9349170274200.400794311442.9322026128182.49234032993 & 40139.134820160197.816766936260.626713712227.5646604883-1.3693927356-26.1754459596-46.8534991835-63.4035524075-75.8256056314-84.1196588554-88.2857120793-88.3237653033-84.2338185272-76.0158717512-63.6699249751-47.1959781991-26.594031423-1.86408464726.993862129159.979808905197.0937556812123.156800201282.69227564024 & 5067.967240503932.96052538252.0818102611-24.6689048603-47.2916199817-65.7863351032-80.1530502246-90.391765346-96.5024804674-98.4851955888-96.3399107102-90.0666258317-79.6653409531-65.1360560745-46.4787711959-23.69348631733.219798561334.261083439969.4303683184108.727653197152.152938075654.3559723334135.3847062461Beam000000000000000000000000M(r) all0128.346009090236.7686056954-44.4359976994-115.2678010942-175.726804489-225.8130078838-265.5264112786-294.8670146734-313.8348180682-322.429821463-320.6520248578-308.5014282526-285.9780316474-253.0818350422-209.812838437-156.1710418318-92.1564452266-17.769048621466.9911479838162.124144589267.629941194292.7889203172226.8497049672M(r) odd0128.346009090236.7686056954-44.4359976994-115.2678010942-175.726804489-225.8130078838-265.5264112786-294.8670146734-313.8348180682-322.429821463-320.6520248578-308.5014282526-285.9780316474-253.0818350422-209.812838437-156.1710418318-92.1564452266-17.769048621466.9911479838162.124144589267.629941194292.7889203172226.8497049672M(r) even072.024223220742.233063689916.5699041591-4.9652553717-22.3724149025-35.6515744333-44.8027339641-49.8258934949-50.7210530257-47.4882125564-40.1273720872-28.638531618-13.02169114886.723149320430.595989789658.596830258890.725670728126.9825111972167.3673516664211.8801921356260.521032604860.3687883966241.79696742891,2,5,60128.346009090236.7686056954-44.4359976994-115.2678010942-175.726804489-225.8130078838-265.5264112786-294.8670146734-313.8348180682-322.429821463-320.6520248578-308.5014282526-285.9780316474-253.0818350422-209.812838437-156.1710418318-92.1564452266-17.769048621466.9911479838162.124144589267.629941194292.7889203172226.84970496722 & 3072.024223220742.233063689916.5699041591-4.9652553717-22.3724149025-35.6515744333-44.8027339641-49.8258934949-50.7210530257-47.4882125564-40.1273720872-28.638531618-13.02169114886.723149320430.595989789658.596830258890.725670728126.9825111972167.3673516664211.8801921356260.521032604860.3687883966241.79696742893 & 40128.346009090289.02380275553.829596419822.7633900845-4.1748162507-26.9850225859-45.6672289212-60.2214352564-70.6476415916-76.9458479269-79.1160542621-77.1582605973-71.0724669326-60.8586732678-46.516879603-28.0470859383-5.449292273521.276501391352.13029505687.1120887208126.2218823856113.1164317145111.07195976134 & 5088.357412655154.613482997324.9975533394-0.4903763184-21.8503059763-39.0822356341-52.1861652919-61.1620949498-66.0100246076-66.7299542655-63.3218839233-55.7858135811-44.121743239-28.3296728968-8.409602554715.638467787543.814538129776.1186084718112.550678814153.1107491561197.798819498375.2196890334180.5570431270% max0128.346009090268.471736855342.438699598619.2952623418-0.958574915-18.3228121717-32.7974494285-44.3824866852-53.077923942-58.5786990689-54.9485849701-48.4288708712-39.0195567724-26.7206426736-11.53212857486.54598552427.513699622860.2636522319122.1247885527191.2468848734267.6299411942103.6062659541238.135401323970% min038.782274041916.4059881407-3.0806977605-43.3914562584-83.1837599377-117.5623827251-144.9611810881-165.0990194512-177.9758978142-183.5918161773-181.9467745403-173.0407729034-156.8738112665-133.4458896295-102.7570079926-64.8071663556-19.5963647187-1.304859252918.895703490441.985866233667.965628976830.05254182957.8845929481Lower bound000-44.4359976994-115.2678010942-175.726804489-225.8130078838-265.5264112786-294.8670146734-313.8348180682-322.429821463-320.6520248578-308.5014282526-285.9780316474-253.0818350422-209.812838437-156.1710418318-92.1564452266-17.769048621400030.05254182957.8845929481Upper bound0128.346009090289.02380275553.829596419822.76339008450000000006.723149320430.595989789658.596830258890.725670728126.9825111972167.3673516664211.8801921356267.6299411942113.1164317145241.7969674289Beam000000000000000000000000L01001000.810010010010010010061001001001001006.8100100100SPAN 2Local X00.30.60.91.21.51.82.12.42.733.33.63.94.24.54.85.15.45.760.155.85X88.38.68.99.29.59.810.110.410.71111.311.611.912.212.512.813.113.413.714M(e) all331.2492813753262.0951036397198.7756259041141.290848168589.640770432943.82539269733.8447149617-30.3012627739-58.6125405094-81.089118245-97.7309959806-108.5381737162-113.5106514518-112.6484291874-105.951506923-93.4198846586-75.0535623942-50.8525401298-20.816817865415.05360439956.7587266634295.942855007535.1768280312M(e) odd240.9058883525206.7061573708174.828426389145.2726954072118.038964425593.127233443770.537502461950.269771480132.324040498416.70030951663.3985785348-7.5811524469-16.2388834287-22.5746144105-26.5883453922-28.280076374-27.6498073558-24.6975383375-19.4232693193-11.8270003011-1.9087312828223.5157728616-7.158115792M(e) even222.1686507659159.6933373519103.052723937952.24681052397.2755971099-31.8609163041-65.1627297181-92.6298431321-114.2622565461-130.05996996-140.022983374-144.151296788-142.444910202-134.903823616-121.52803703-102.317550444-77.272363858-46.3924772719-9.677890685932.871395900181.2553824861190.201656558956.33405169311,2,5,6331.2492813753262.0951036397198.7756259041141.290848168589.640770432943.82539269733.8447149617-30.3012627739-58.6125405094-81.089118245-97.7309959806-108.5381737162-113.5106514518-112.6484291874-105.951506923-93.4198846586-75.0535623942-50.8525401298-20.816817865415.05360439956.7587266634295.942855007535.17682803122 & 3222.1686507659159.6933373519103.052723937952.24681052397.2755971099-31.8609163041-65.1627297181-92.6298431321-114.2622565461-130.05996996-140.022983374-144.151296788-142.444910202-134.903823616-121.52803703-102.317550444-77.272363858-46.3924772719-9.677890685932.871395900181.2553824861190.201656558956.33405169313 & 4173.1982300631142.1541430192113.432055975287.031968931362.953881887341.197794843321.76370779944.6516207554-10.1384662885-22.6065533325-32.7526403764-40.5767274204-46.0788144644-49.2589015083-50.1169885523-48.6530755962-44.8671626402-38.7592496841-30.3293367281-19.5774237721-6.503510816157.3859365412-13.3307172944 & 5131.8252577431104.304391082979.105524422756.228657762635.673791102417.44092444231.5300577821-12.0588088781-23.3256755382-32.2705421984-38.8934088586-43.1942755187-45.1731421789-44.830008839-42.1648754992-37.1777421594-29.8686088195-20.2374754797-8.28434213995.990791222.5879245398117.77457441313.9991078699Beam00000000000000000000000M(r) all267.6299411942201.6567304676141.518219741187.214409014538.745298288-3.8891124385-40.6888231651-71.6538338916-96.7841446181-116.0797553447-129.5406660712-137.1668767978-138.9583875243-134.9151982508-125.0373089774-109.3247197039-87.7774304304-60.395441157-27.178751883511.8726373956.7587266634233.913998330933.5863445267M(r) odd267.6299411942232.0940075703198.8800739465167.9881403226139.4182066988113.170273074989.244339451167.640405827248.358472203431.398538579516.76060495574.4446713318-5.549262292-13.2211959159-18.5711295397-21.5990631636-22.3049967874-20.6889304113-16.7508640351-10.490797659-1.9087312828249.5717243822-6.4900144709M(r) even267.6299411942202.8815632588143.967885323390.888907387943.64462945252.2350515171-33.3398264183-63.0800043537-86.9854822891-105.0562602245-117.2923381599-123.6937160953-124.2603940307-118.9923719661-107.8896499015-90.9522278369-68.1801057723-39.5732837077-5.131761643135.144460421581.2553824861234.526414726557.47058395381,2,5,6267.6299411942201.6567304676141.518219741187.214409014538.745298288-3.8891124385-40.6888231651-71.6538338916-96.7841446181-116.0797553447-129.5406660712-137.1668767978-138.9583875243-134.9151982508-125.0373089774-109.3247197039-87.7774304304-60.395441157-27.178751883511.8726373956.7587266634233.913998330933.58634452672 & 3267.6299411942202.8815632588143.967885323390.888907387943.64462945252.2350515171-33.3398264183-63.0800043537-86.9854822891-105.0562602245-117.2923381599-123.6937160953-124.2603940307-118.9923719661-107.8896499015-90.9522278369-68.1801057723-39.5732837077-5.131761643135.144460421581.2553824861234.526414726557.47058395383 & 4225.1576990821191.5156385872160.1955780923131.1975175974104.521457102580.167396607558.135336112638.425275617721.03721512285.9711546279-6.772905867-17.1949663619-25.2950268568-31.0730873517-34.5291478466-35.6632083415-34.4752688364-30.9653293313-25.1333898262-16.9794503211-6.503510816208.0464188346-12.03173056864 & 5171.372835066141.8745895397114.698344013489.844098487167.311852960847.101607434429.213361908113.64711638180.4028708555-10.5193746708-19.1196201971-25.3978657234-29.3541112497-30.988356776-30.3006023023-27.2908478286-21.959093355-14.3053388813-4.32958440767.968170066122.5879245398156.333462302814.98779730370% max231.8744969627183.4665725478139.1429381329101.690886785182.627275097865.189063410649.376251723335.188840036122.626828348911.69021666162.3790049744-5.3068067129-11.3672184001-15.8022300873-18.6118417746-19.7960534618-19.354865149-14.1662328358-5.799039497923.009977130156.8787677403207.159998505339.433836185270% min92.277680420173.01307375855.373867095936.57276736675.0929179769-22.3026414129-45.6139108027-64.8408901924-79.9835795822-91.041978972-98.0160883618-100.9059077516-99.7114371414-94.4326765312-85.069625921-71.6222853108-54.0906547006-35.5967780909-21.2305357097-13.7041966404-4.552457571282.4422020891-9.3315021058Lower bound00000-22.3026414129-45.6139108027-71.6538338916-96.7841446181-116.0797553447-129.5406660712-137.1668767978-138.9583875243-134.9151982508-125.0373089774-109.3247197039-87.7774304304-60.395441157-27.1787518835-16.9794503211-6.50351081682.4422020891-12.0317305686Upper bound267.6299411942232.0940075703198.8800739465167.9881403226139.4182066988113.170273074989.244339451167.640405827248.358472203431.398538579516.76060495574.4446713318000000035.144460421581.2553824861249.571724382257.4705839538Beam00000000000000000000000L01001001001001001009.81001003.610010010010010010013.4100100SPAN 3Local X0000000000000000000000.150X141414141414141414141414141414141414141414M(e) all00000000000000000000000M(e) odd00000000000000000000000M(e) even000000000000000000000001,2,5,6000000000000000000000002 & 3000000000000000000000003 & 4000000000000000000000004 & 500000000000000000000000Beam00000000000000000000000M(r) all00000000000000000000000M(r) odd00000000000000000000000M(r) even000000000000000000000001,2,5,6000000000000000000000002 & 3000000000000000000000003 & 4000000000000000000000004 & 50000000000000000000000070% max0000000000000000000000070% min00000000000000000000000Lower bound00000000000000000000000Upper bound00000000000000000000000Beam00000000000000000000000L014100100100100100100100100010010010010010010010010014ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HGRAPH DATA IICONTINUOUS BEAM ANALYSIS & DESIGN to EC2 (DD ENV 1992-1-1 : 1992)Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99SPAN 4Local X00000000000000000000000X141414141414141414141414141414141414141414M(e) all00000000000000000000000M(e) odd00000000000000000000000M(e) even000000000000000000000001,2,5,6000000000000000000000002 & 3000000000000000000000003 & 4000000000000000000000004 & 500000000000000000000000Beam00000000000000000000000M(r) all00000000000000000000000M(r) odd00000000000000000000000M(r) even000000000000000000000001,2,5,6000000000000000000000002 & 3000000000000000000000003 & 4000000000000000000000004 & 50000000000000000000000070% max0000000000000000000000070% min00000000000000000000000Lower bound00000000000000000000000Upper bound00000000000000000000000Beam00000000000000000000000L014100100100100100100100100010010010010010010010010014SPAN 5Local X00000000000000000000000X141414141414141414141414141414141414141414M(e) all00000000000000000000000M(e) odd00000000000000000000000M(e) even000000000000000000000001,2,5,6000000000000000000000002 & 3000000000000000000000003 & 4000000000000000000000004 & 500000000000000000000000Beam00000000000000000000000M(r) all00000000000000000000000M(r) odd00000000000000000000000M(r) even000000000000000000000001,2,5,6000000000000000000000002 & 3000000000000000000000003 & 4000000000000000000000004 & 50000000000000000000000070% max0000000000000000000000070% min00000000000000000000000Lower bound00000000000000000000000Upper bound00000000000000000000000Beam00000000000000000000000L014100100100100100100100100010010010010010010010010014SPAN 6Local X000000000000000000000000X14141414141414141414141414141414141414141414M(e) all000000000000000000000000M(e) odd000000000000000000000000M(e) even0000000000000000000000001,2,5,60000000000000000000000002 & 30000000000000000000000003 & 40000000000000000000000004 & 5000000000000000000000000Beam000000000000000000000000M(r) all000000000000000000000000M(r) odd000000000000000000000000M(r) even0000000000000000000000001,2,5,60000000000000000000000002 & 30000000000000000000000003 & 40000000000000000000000004 & 500000000000000000000000070% max00000000000000000000000070% min000000000000000000000000Lower bound000000000000000000000000Upper bound000000000000000000000000Beam000000000000000000000000L014100100100100100100100100010010010010010010010010014SHEAR FORCE DIAGRAMSSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Local X00000080000060000000000000000000000000X0000008888881414141414141414141414141414141414141414141414141414V(e) all0232.9232.9232.9232.9232.9-285.8240.2240.2240.2240.2240.2-148.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00V(e) odd0240.5240.5240.5240.5240.5-278.2117.9117.9117.9117.9117.9-36.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00V(e) even085.185.185.185.185.1-121.3218.0218.0218.0218.0218.0-171.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.001,2,5,60232.9232.9232.9232.9232.9-285.8240.2240.2240.2240.2240.2-148.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.002 & 3085.185.185.185.185.1-121.3218.0218.0218.0218.0218.0-171.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.003 & 40108.5108.5108.5108.5108.5-97.9107.4107.4107.4107.4107.4-47.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.004 & 5092.792.792.792.792.7-113.795.695.695.695.695.6-59.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00V(r) all0241.9241.9241.9241.9241.9-276.7229.6229.6229.6229.6229.6-159.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00V(r) odd0241.9241.9241.9241.9241.9-276.7122.3122.3122.3122.3122.3-32.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00V(r) even079.679.679.679.679.6-126.8225.6225.6225.6225.6225.6-163.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.001,2,5,60241.9241.9241.9241.9241.9-276.7229.6229.6229.6229.6229.6-159.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.002 & 3079.679.679.679.679.6-126.8225.6225.6225.6225.6225.6-163.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.003 & 40103.5103.5103.5103.5103.5-102.9116.0116.0116.0116.0116.0-38.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.004 & 5089.589.589.589.589.5-116.9102.2102.2102.2102.2102.2-52.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00Beam00000000000000000000000000000000000000

ProjectSpreadsheets to EC2LocationWorked Examples: Main beam Grids C to HEC2/NAD BOXED VALUES used inCONTINUOUS BEAM ANALYSIS & DESIGN to EC2 : 1992Made by rmw Job No R68Originated from RCCe41.xls on CD 1999 BCA for RCCDate26-Nov-99EC2 RefFunctionValueTable 2.2g G1.35TABLE 1 (NAD)Table 2.2g Q1.5y0y1y2Table 2.3g c1.510.50.40.2Table 2.3g s1.1520.70.60.3Table 4.8fck max4030.70.70.64.2.1.3 (12)a0.854.4.2.2 (3)fct eff3TABLE 7 (NAD) = Table 4.144.3.2.3 (1)k100.150.51.54.3.2.3 (1)rL0.0213425184.3.4.5.2 (1)vRd2/vRd12.024432234.3.4.5.2 (1)vRd2/fck0.93383525Equn 4.58change at1.644130215.4.2.1.1Equn 5.140.65141075.4.2.1.1Equn 5.140.00155.4.2.1.1 (2)As/Ac max0.04TABLE 4.85.4.2.2 (9)s max80020253035405.4.3.2.1 (4)S max5000.260.30.340.370.415.4.3.2.1 (4)S/h max35.4.3.3 (2)% of Tab 5.5100%

DisclaimerAll advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version.

This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110 and EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.Status of spreadsheetPublic release version.Revision history RCC11E Element DesignDateVersionActionSize (kB)36381.0RCCe11 v1.0First public release. Includes b version comments1670