RCC31 One-way Slabs (a&D)
of 18
description
oneway slab rcc
Transcript of RCC31 One-way Slabs (a&D)
MAINOPERATING INSTRUCTIONSProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.Location8th Floor slabfrom A to Grmw26-Jan-1438ADJUST REDISTRIBUTION ON NEXT SHEETSectionONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISCheckedRevisionJob NoADJUST REINFORCEMENT ON 'SPANS' SHEETOriginated from RCC31.xls on CD 1999 BCA for RCCchg-R6800LOCATIONSupports from gridAto gridGMATERIALSCOVERSfcu35N/mmh agg20mmTop cover25mmfy460N/mmgs1.05steelBtm cover25mmfyv460N/mmgc1.50concreteSPANSL (m)H (mm)SUPPORTSSPAN 18.000350Support NoTypeSPAN 27.2002501kSPAN 37.200250LOADING PATTERN5ESPAN 47.200250minmaxK(nife), C(antilever) or E(ncastre)SPAN 5DEAD11.4SPAN 6IMPOSED01.6LOADINGUDLs (kN/m) PLs (kN/m) Position (m)LOADINGDeadImposedPositionDeadImposedPositionSpan 1LoadLoadfrom leftSpan 4LoadLoadfrom leftUDL9.705.00~~~~UDL6.001.50~~~~PL 175.001.0000PL 1PL 2PL 2Span 2Span 5UDL6.001.50~~~~UDL~~~~PL 1PL 1PL 20PL 2Span 3Span 6UDL8.505.00UDL~~~~PL 10PL 1PL 2PL 2LOADING DIAGRAMAGREACTIONS (kN/m)SUPPORT1234500Characteristic Dead97.9779.8947.1555.5419.650.000.00Max Imposed19.7624.1624.8725.007.370.000.00Min Imposed-26.35-6.12-2.22-4.53-9.440.000.00MAX ULTIMATE168.77150.51105.80117.7539.300.000.00
MAIN0-22.4259.714.789.700014.789.789.79.714.79.7-22.4259.714.714.7007.514.714.767.56-22.42567.57.50013.57.57.58.513.58.5-22.4258.57.57.5007.57.57.567.56-22.425613.513.500013.513.5000-22.425013.513.500013.513.5000-22.42507.57.5007.57.57.57.57.57.50000000000000000
BeamSupportsUDL LivePL DeadPL LiveUDL Dead
ACTIONSOPERATING INSTRUCTIONSProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.Location8th Floor slab, from A to Grmw26-Jan-1439ADJUST REDISTRIBUTION, then GOTO 'SPANS'ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISCheckedRevisionJob NoOriginated from RCC31.xls on CD 1999 BCA for RCCchg-R68BENDING MOMENT DIAGRAMS (kNm/m)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 selectedAElastic MomentsGARedistributed EnvelopeGSUPPORT No1234500Elastic M0.094.256.677.349.2~~Redistributed M0.075.455.569.648.7~~b1.0000.8000.9800.9000.990~~Redistribution20.0%2.0%10.0%1.0%SELECT REDISTRIBUTION % HERESPAN No123400Elastic M199.218.670.024.7~~Redistributed M199.216.170.222.8~~b1.0000.8651.0030.924~~SHEAR FORCE DIAGRAMS (kN/m)AElastic ShearsGARedistributed ShearsGSPAN No123Elastic V168.8111.244.133.968.874.9Redistributed V168.8108.944.536.169.774.6SPAN No400Elastic V45.339.9~~~~Redistributed V44.139.3~~~~
Print SheetPrint ALL Output
ACTIONS0000-199.2289653837-64.8401804919-65.7825698607-37.4695872576094.2283901629-126.2275609837-128.1123397214-73.38717451520-163.1621414756-165.9893095821-92.75276177280-199.2289653837-175.6439219674-179.4134794427-95.5663490304094.2283901629-184.6729024593-189.3848493034-96.8279362880-190.2490829511-195.9034191641-96.53752354560-199.2289653837-192.372463443-198.9691890248-94.6951108032094.2283901629-191.0430439348-198.5821588855-91.30069806080-186.2608244267-194.7423287462-86.35428531840-199.2289653837-178.0258049186-187.4496986069-79.855872576094.2283901629-166.3379854104-176.7042684675-71.80545983360-151.1973659023-162.5060383282-62.20304709120-199.2289653837-132.6039463941-144.8550081889-51.0486343488094.2283901629-110.557726886-123.7511780496-38.34222160640-85.0587073778-99.1945479103-24.0838088640-199.2289653837-56.1068878697-71.185117771-8.2733961216094.2283901629-23.7022683615-39.72288763169.0890166208012.1551511466-4.807857492328.0034293632051.465370654733.55997264748.4698421056094.228390162975.380602786370.488254848094.228390162975.380602786370.488254848079.051125759366.592360769955.3934533749065.273541355858.581718753541.6983319019052.895636952251.348676737129.4028904288041.917412548744.893234720718.5071289558032.338868145239.21539270429.0110474827024.160003741634.31515068780.9146460096017.380819338130.1925086714-5.7820754634012.001314934526.847466655-11.079116936508.02149053124.2800246386-14.976478409505.441346127422.4901826222-17.474159882604.260881723921.4779406058-18.572161355604.480097320321.2432985894-18.270482828706.098992916821.786256573-16.569124301809.117568513223.1068145566-13.4680857748013.535824109725.2049725401-8.9673672479019.353759706128.0807305237-3.0669687209026.571375302631.73408850734.233109806035.188670899136.165046490912.9328683329045.205646495541.373604474523.0323068599056.62230209247.359762458134.5314253868056.62230209247.359762458134.5314253868033.157203053524.045022921924.4163270052012.2711440153.309323385815.40282862350-6.0358750234-14.84733615047.49093024190-21.7638540619-30.42495568660.68063186020-34.9127931003-43.4235352227-5.02806652150-45.4826921388-53.8430747589-9.63516490310-53.4735511773-61.6835742951-13.14066328480-58.8853702157-66.9450338312-15.54456166640-61.7181492542-69.6274533674-16.84686004810-61.9718882927-69.7308329036-17.04755842980-59.6465873311-67.2551724397-16.14665681140-54.7422463696-62.2004719759-14.14415519310-47.258865408-54.566731512-11.04005357470-37.1964444465-44.3539510482-6.83435195640-24.554983485-31.5621305844-1.52705033810-9.3344825234-16.19127012054.881851280308.46505843811.758630343312.3923528986028.843639399622.287570807121.004454517051.801260361245.39555127130.7181561353077.337921322771.082571734841.5334577536077.337921322771.082571734841.5334577536061.742663098860.311895783128.6209539369047.547084874850.318819831417.1081301201034.751186650841.10334387986.9949863033023.354968426832.6654679281-1.7184775135013.358430202925.0051919764-9.032261330304.761571978918.1225160247-14.94636514710-2.435606245112.017440073-19.46078896390-8.2331044696.6899641213-22.57553278070-12.6309226932.1400881696-24.29059659740-15.629060917-1.632187782-24.60598041420-17.227519141-4.6268637337-23.5216842310-17.4262973649-6.8439396854-21.03770804780-16.2253955889-8.2834156371-17.15405186460-13.6248138129-8.9452915888-11.87071568140-9.6245520368-8.8295675405-5.18769949820-4.2246102608-7.93624349212.89499668502.5750115152-6.265319443812.3773728682010.7743132912-3.816795395523.2594290515020.3732950673-0.590671347235.5411652347031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.2225814179031.37195684333.413052701149.222581417900000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
Grids
SPANS000-199.2289653837-65.78246439350094.2283901629-128.11212878700-165.988993180500-199.2289653837-179.41305757390094.2283901629-189.384321967400-195.902786360900-199.2289653837-198.96845075440094.2283901629-198.581315147900-194.741379541400-199.2289653837-187.44864393480094.2283901629-176.703108328300-162.504772721800-199.2289653837-144.85363711530094.2283901629-123.749701508800-99.192965902300-199.2289653837-71.18343029580094.2283901629-39.721094689213.24930531080-4.805959082732.40844091730053.11957652380075.38271213030075.38271213030066.64172440920058.6783366880051.49254896690045.08436124570039.45377352450034.60078580340-4.047452824430.52539808220-7.86619116427.22761036110-11.973744075824.70742263990-14.681616987622.96483491880-15.989809899321.99984719760-15.898322811121.81245947650-14.407155722922.40267175530-11.516308634723.77048403420-7.225781546525.9158963130-2.146878104728.83890859190032.53952087070037.01773314960043.18753885410055.48985605010055.48985605010031.69468970710016.4397288580-14.26398657038.70096633970-29.96288799612.06380382150-43.082749421900-53.623570847800-61.585352273600-66.968093699500-69.771795125300-69.996456551100-67.64207797700-62.708659402800-55.196200828700-45.104702254500-32.43416368031.76061612040-17.18458510628.34265360210016.02629108380024.81152856560044.39753553340069.60412919050069.60412919050058.90908189230048.99163459420039.85178729610-1.202934259531.4895399980-6.322582931223.90489269990-12.186690848617.09784540180-16.933393244811.06839810360-20.28041564115.81655080550-22.22775803741.49806171880-22.775420433600-21.923402829900-20.331582476800-18.728305115700-15.725347754600-11.322710393600-8.20462757943.33188518880-6.458074877512.58198279250-3.933922175623.23176039620-0.632169473835.2812180048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370048.73035560370000000000000000000000000000000000000000000000000000000000000000000
Grids
Weight0000166.4164512296168.772424651795.6139681440144.8364512296147.192424651785.913968144039.836451229642.192424651710.913968144039.836451229642.192424651710.913968144039.836451229642.192424651710.9139681440-111.2235487704-108.8675753483-56.986031856044.103067787625.491783378943.8740040918044.103067787625.491783378943.8740040918044.103067787625.491783378943.8740040918044.103067787625.491783378943.8740040918044.103067787625.491783378943.87400409180-33.6569322124-17.7082166211-33.8859959082068.762830662468.345165378229.6274955046068.762830662468.345165378229.6274955046068.762830662468.345165378229.6274955046068.762830662468.345165378229.6274955046068.762830662468.345165378229.62749550460-74.5171693376-74.9348346218-31.5725044954045.264161733330.998544310237.8120661577045.264161733330.998544310237.8120661577045.264161733330.998544310237.8120661577045.264161733330.998544310237.8120661577045.264161733330.998544310237.81206615770-32.4958382667-12.2014556898-39.947933842300000000000000000000000000000000000000000000000000000
Analysis0000168.7721609837168.772160983795.00216098370147.1921609837147.192160983785.3021609837042.192160983742.192160983710.3021609837042.192160983742.192160983710.3021609837042.192160983742.192160983710.30216098370-108.8678390163-108.8678390163-57.5978390163041.642896677825.360521447644.4578691994041.642896677825.360521447644.4578691994041.642896677825.360521447644.4578691994041.642896677825.360521447644.4578691994041.642896677825.360521447644.45786919940-36.1171033222-17.8394785524-33.3021308006069.679684286168.682059516229.1465625508069.679684286168.682059516229.1465625508069.679684286168.682059516229.1465625508069.679684286168.682059516229.1465625508069.679684286168.682059516229.14656255080-73.6003157139-74.5979404838-32.0534374492044.146451774830.78846471738.4572844341044.146451774830.78846471738.4572844341044.146451774830.78846471738.4572844341044.146451774830.78846471738.4572844341044.146451774830.78846471738.45728443410-33.6135482252-12.411535283-39.302715565900000000000000000000000000000000000000000000000000000
BarOPERATING INSTRUCTIONS@4ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.(As increased by4ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.AsSpansLocation8th Floor slab, from A to Grmw26-Jan-1440Adjust arrangement until checkstopONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISCheckedRevisionJob Noat bottom are all OK.'Originated from RCC31.xls on CD 1999 BCA for RCCchg-R68SPAN 1LEFTCENTRERIGHTAvmm10007000ACTIONSMkNm/m0.0199.275.4b1.001.000.80VkN/m168.77108.87DESIGNdmm311.0307.0309.0Asmm/m4551597586As'mm/m0As'0As'02250300TOP STEELT12@ 22510@ 0T16@ 300at Right SupportAs provmm/m5030As prov670125125250BTM STEELT12@ 125T20@ 125T16@ 250at Right SupportAs' provmm/m905As prov2513As' prov804SHEARvN/mm20.5430.352vcN/mm20.499Shear links required0.453Min 19 /mT800DEFLECTIONL/d26.059Allowed26.603ok(As increased by 49.8%)& CHECKS% Asokokokd'/xokokokmax SokokokSPAN 2LEFTCENTRERIGHTAv07200ACTIONSM75.416.155.5b0.800.870.98V44.4636.12DESIGNd217.0219.0219.0As838325609As'0As top4310225175175TOP STEELT16@ 225T10@ 175T12@ 175at Right SupportAs prov894As' prov449As prov646600300300BTM STEELT16@ 600T12@ 300T12@ 300at Right SupportAs' prov335As prov377As' prov377SHEARv0.2050.165vc0.6130.547Links not required0DEFLECTIONL/d32.877Allowed55.325ok0& CHECKS% Asokokokd'/xokokokmax SokokokProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocation8th Floor slab, from A to Grmw41665.041ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISCheckedRevisionJob NoOriginated from RCC31.xls on CD 1999 BCA for RCCchg-R68SPAN 3LEFTCENTRERIGHTAv07200ACTIONSM55.570.269.6b0.981.000.90V69.6874.60DESIGNd219.0219.0219.0As609770764As'0As top325As'0175225125TOP STEELT12@ 175T10@ 225T12@ 125at Right SupportAs prov646As' prov349As prov905250125225BTM STEELT12@ 250T12@ 125T10@ 225at Right SupportAs' prov452As prov905As' prov349SHEARv0.3180.341vc0.5470.612Links not required.DEFLECTIONL/d32.877Allowed35.882ok(As increased by 5.2%)& CHECKS% Asokokokd'/xokokokmax SokokokSPAN 4LEFTCENTRERIGHTAv07200ACTIONSM69.622.848.7b0.900.920.99V44.1539.30DESIGNd219.0220.0219.0As764325535As'0As top325As'0125300200TOP STEELT12@ 125T12@ 300T12@ 200at Right SupportAs prov905As' prov377As prov565225225300BTM STEELT10@ 225T10@ 225T12@ 300at Right SupportAs' prov349As prov349As' prov377SHEARv0.2020.179vc0.6120.523Links not required.DEFLECTIONL/d32.727Allowed54.810ok0& CHECKS% Asokokokd'/xokokokmax SokokokProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocation8th Floor slab, from A to Grmw41665.00ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISCheckedRevisionJob NoOriginated from RCC31.xls on CD 1999 BCA for RCCchg-R68SPAN 5LEFTCENTRERIGHTNO SPAN 5 - IGNOREAv00ACTIONSM48.70.00.0b0.990.000.00V0.000.00DESIGNd-31.0-31.0-31.0As0494494As'-1600As top478As'-2350150225TOP STEELT120T10@ 150T12@ 22500As prov0As' prov524As prov503450225450BTM STEELT12@ 450T12@ 225T12@ 450at Right SupportAs' prov251As prov503As' prov251SHEARv0.0000.000vc0.00000.00000000.DEFLECTIONL/d0.000Allowed0.00000& CHECKS% As0> 4%> 4%d'/xokokFAILSmax S0FAILSFAILSSPAN 6LEFTCENTRERIGHTNO SPAN 6 - IGNOREAv00ACTIONSM0.00.00.0b0.000.000.00V0.000.00DESIGNd-31.0-31.0-30.0As494494478As'-235As top478As'-227225150150TOP STEELT12@ 225T10@ 150T10@ 150at Right SupportAs prov503As' prov524As prov524450225450BTM STEELT12@ 450T12@ 225T12@ 450at Right SupportAs' prov251As prov503As' prov251SHEARv0.0000.000vc0.00000.00000000.DEFLECTIONL/d0.000Allowed0.00000& CHECKS% As> 4%> 4%> 4%d'/xokokFAILSmax SFAILSFAILSFAILS
Print SheetPrint Sheet
GrafOPERATING INSTRUCTIONSProjectSpreadsheets to BS 8110ENTER DATA IN BLUE CELLS ONLY.4Location8th Floor slab, from A to GspansONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Page 4232544Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14Laps304035384035WEIGHT of REINFORCEMENTSUPPORTWIDTHSUPPORTWIDTHBay width10000mm38SUPPORT WIDTHS13004300010100(mm)23005300DISTRIBUTION STEELBobs2011033000f10mm2518032230TOP STEELTypeDiaSpacingNoLengthUnit wtWeightLength40280Support [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] 5T12@2005020250.88889.92010000000000000000000060000000000000000000060BOTTOM STEELSupport [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] 5T12@300348750.88826.4856000000000-200000000000100000000000-5000000000085DISTRIBUTION STEELBottomSpan [email protected] [email protected] SteelSpan [email protected] 4T10@22531104000.617198.810380325241.660973353100000000010000325241.660973353100000000010000325241.6609733531TopSpan [email protected] [email protected] [email protected] 4T10@22531104000.617198.81533002500000000000430025000000000005300250SUMMARYLinks not included. All figures approximate - see User Guide.000REINFORCEMENT DENSITY (kg/m)67.8TOTAL REINFORCEMENT IN BAY, kg56465000Volume83.275m3
Print Sheet
NotesProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GANALYSIS IONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14ANALYSISMin load1.0x dead load4Max load0.4x dead load +1.6x imposed load(Table 2.1)spansDistribution FactorsSUPT 1SUPT 2SUPT 3SUPT 4SUPT 5SUPT 6SUPT 7RLRLRLRLRLRLh342875000156250001562500015625000156250001562500015625000000Stiffness53593752170138.888888892170138.888888892170138.888888892170138.888888892170138.888888892170138.88888889000Sum75295144340278434027800Factor10.7117823380.2882176620.50.50.50.500100Fixed End MomentsMin loadSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6LRLRLRLRLRLRCant835.4155.52220.32155.5200UDL51.733333333351.733333333325.9225.9236.7236.7225.9225.920000PL 157.4218758.2031250000000000PL 2000000000000FEM109.155208333359.936458333325.9225.9236.7236.7225.9225.920000Live loadCant590.16124.416295.488124.41600UDL63.3663.3620.73620.73649.24849.24820.73620.7360000PL 122.968753.281250000000000PL 2000000000000FEM86.3287566.6412520.73620.73649.24849.24820.73620.7360000Moment DistributionSUPT 1SUPT 2SUPT 3SUPT 4SUPT 5SUPT 6SUPT 7Min load-109.155208333359.9364583333-25.9225.92-36.7236.72-25.9225.920000109.1552083333-24.2123142437-9.80414408965.45.4-5.4-5.400000-12.106157121954.57760416672.7-4.9020720448-2.72.70-2.7000012.1061571219-40.76918701-16.50841715663.80103602243.8010360224-1.35-1.3500000-20.3845935056.05307856091.9005180112-8.2542085783-0.6751.90051801120-0.675000020.384593505-5.6612295638-2.29236700834.46460428924.4646042892-0.9502590056-0.950259005600000-2.830614781910.19229675252.2323021446-1.1461835042-0.47512950282.23230214460-0.475129502800002.8306147819-8.843610052-3.58098884510.81065650350.8106565035-1.1161510723-1.116151072300000-4.4218050261.41530739090.4053282517-1.7904944226-0.55807553610.40532825170-0.558075536100004.421805026-1.2958962944-0.52473934831.17428497941.1742849794-0.2026641259-0.202664125900000-0.64794814722.2109025130.5871424897-0.2623696741-0.10133206290.58714248970-0.101332062900000.6479481472-1.9915990139-0.80644598880.18185086850.1818508685-0.2935712448-0.293571244800000-0.99579950690.32397407360.0909254343-0.4032229944-0.14678562240.09092543430-0.146785622400000.9957995069-0.2953181418-0.11958136610.27500430840.2750043084-0.0454627171-0.045462717100000Sum051.6404674714-51.640467471425.268885753-25.26888575335.2781081657-35.278108165721.26367727570000Live on-86.3287566.64125-49.24849.24800Odd Spans86.32875-47.4340647337-19.207185266324.62424.624-24.624-24.62400000-23.717032366843.16437512.312-9.6035926332-12.31212.3120-12.312000023.7170323668-39.4871039025-15.989271097510.957796316610.9577963166-6.156-6.15600000-19.743551951211.85851618345.4788981583-7.9946355488-3.0785.47889815830-3.078000019.7435519512-12.3404653154-4.99694902635.53631777445.5363177744-2.7394490791-2.739449079100000-6.17023265779.87177597562.7681588872-2.4984745132-1.36972453962.76815888720-1.369724539600006.1702326577-8.9968823891-3.64305247371.93409952641.9340995264-1.3840794436-1.384079443600000-4.49844119453.08511632880.9670497632-1.8215262369-0.69203972180.96704976320-0.692039721800004.4984411945-2.884260255-1.1679058371.25678297931.2567829793-0.4835248816-0.483524881600000-1.44213012752.24922059730.6283914897-0.5839529185-0.24176244080.62839148970-0.241762440800001.4421301275-2.0482334592-0.82937862780.41285767960.4128576796-0.3141957448-0.314195744800000-1.02411672960.72106506380.2064288398-0.4146893139-0.15709787240.20642883980-0.157097872400001.0241167296-0.6601737792-0.26732012440.28589359320.2858935932-0.1032144199-0.103214419900000Sum023.7401353149-23.740135314922.0908767051-22.090876705135.8044635691-35.8044635691-17.85062457460000ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GANALYSIS IIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14Live on-20.73620.736-20.73620.73600Even Spans014.75951856125.9764814388-10.368-10.36810.36810.368000007.37975928060-5.1842.98824071945.184-5.18405.1840000-7.37975928063.68987964031.4941203597-4.0861203597-4.08612035972.5922.592000001.8449398202-3.6898796403-2.04306017980.74706017981.296-2.043060179801.2960000-1.84493982024.08060530891.6523345112-1.0215300899-1.02153008991.02153008991.0215300899000002.0403026545-0.9224699101-0.5107650450.82616725560.510765045-0.51076504500.5107650450000-2.04030265451.02015132720.4130836278-0.6684661503-0.66846615030.25538252250.2553825225000000.5100756636-1.0201513272-0.33423307510.20654181390.1276912612-0.334233075100.12769126120000-0.51007566360.96402689650.3903575059-0.1671165376-0.16711653760.16711653760.1671165376000000.4820134483-0.2550378318-0.08355826880.19517875290.0835582688-0.083558268800.08355826880000-0.48201344830.24100672410.0975893765-0.1393685109-0.13936851090.04177913440.0417791344000000.1205033621-0.2410067241-0.06968425540.04879468820.0208895672-0.069684255400.02088956720000-0.12050336210.22114435180.0895466277-0.0348421277-0.03484212770.03484212770.034842127700000Sum018.8477873766-18.84778737669.2625396339-9.26253963396.2553495879-6.255349587927.95890414220000Elastic Support Moments(3.2.1.2.2)Support1234567All spans094.228390162956.62230209277.337921322731.371956843300Odd Spans075.380602786347.359762458171.08257173483.413052701100Even Spans070.48825484834.531425386841.533457753649.222581417900Redistribution(3.2.2.1)method1b -10.80.980.90.9911b +11.21.021.11.0111Max M075.382712130355.489856050169.604129190548.730355603700Dead only051.640467471425.26888575335.278108165721.263677275700All spans075.382712130355.489856050169.604129190531.685676411700Odd Spans075.382712130348.306957707369.60412919053.447183228100Even Spans075.382712130335.222053894645.68680352948.730355603700Total Ultimate LoadsSpan123UDLPL1PL2UDLPL1PL2UDLPL1PL2Dead only77.675043.20061.200All spans172.64105077.7600143.2800Odd Spans172.64105043.200143.2800Even Spans77.675077.760061.200Span456Dead only43.200000000All spans77.7600000000Odd Spans43.200000000Even Spans77.7600000000Elastic ShearsSpan123All spans166.4164512296111.223548770444.103067787633.656932212468.762830662474.5171693376Odd Spans168.7724246517108.867575348325.491783378917.708216621168.345165378274.9348346218Even Spans95.61396814456.98603185643.874004091833.885995908229.627495504631.5725044954Span456All spans45.264161733332.49583826670000Odd Spans30.998544310212.20145568980000Even Spans37.812066157739.947933842300000Spreadsheets to BS 8110Location8th Floor slab, from A to GANALYSIS IIIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14Redistributed ShearsSpan123Dead only97.969941566154.630058433925.262719683117.937280316929.209830220431.9901697796All spans168.7721609837108.867839016341.642896677836.117103322269.679684286173.6003157139Odd Spans168.7721609837108.867839016325.360521447617.839478552468.682059516274.5979404838Even Spans95.002160983757.597839016344.457869199433.302130800629.146562550832.0534374492Span456Dead only23.546448734719.65355126530000All spans44.146451774833.61354822520000Odd Spans30.78846471712.4115352830000Even Spans38.457284434139.30271556590000Imposed ReactionsSupport1234567All spans19.758901744524.163028956424.86927053524.99718848053.811610283600Odd Spans19.758901744513.986544437512.822239572717.2719620505-9.439647805200Even Spans-26.3473482555-6.1213632176-2.2232883756-4.52534002297.367339871600SPAN MOMENTSSPAN 1Left< >PL1< >PL2< >RightElastic VAll166.42111.22Odd168.77108.87Even95.61Loadings56.99Redist VAll168.7721.581050108.87Odd168.7721.581050108.87Even95.009.775057.60Elastic X-All7.71212.84602.846Odd7.82112.95502.955Even9.85712.12502.125Redist X-All7.82112.95502.955Odd7.82112.95502.955(3.2.2.1b)Even9.79412.06202.062MaxElastic MAll0.000.00155.63192.400.00192.4094.23192.40Odd0.000.00157.98199.230.00199.2375.38199.23Even0.000.0090.7696.900.0096.9070.4996.90bRedist MAll0.000.00157.98199.230.00199.2375.38199.231.036Odd0.000.00157.98199.230.00199.2375.38199.231.000Even0.000.0090.1595.620.0095.6275.3895.620.987SPAN 2Left< >PL1< >PL2< >RightElastic VAll44.1033.66Odd25.4917.71Even43.87Loadings33.89Redist VAll41.6410.80036.12Odd25.3660017.84Even44.4610.80033.30Elastic X-All4.08404.08404.084Odd4.24904.24904.249Even4.06204.06204.062Redist X-All3.85603.85603.856Odd4.22704.22704.227(3.2.2.1b)Even4.11604.11604.116MaxElastic MAll94.230.00-94.23-4.180.00-4.1856.620.00Odd75.380.00-75.38-21.230.00-21.2347.360.00Even70.490.00-70.4918.630.0018.6334.5318.63bRedist MAll75.380.00-75.384.900.004.9055.494.900.000Odd75.380.00-75.38-21.790.00-21.7948.310.000.000Even75.380.00-75.3816.120.0016.1235.2216.120.8650Spreadsheets to BS 8110Location8th Floor slab, from A to GANALYSIS IVONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14SPAN 3Left< >PL1< >PL2< >RightElastic VAll68.7674.52Odd68.3574.93Even29.63Loadings31.57Redist VAll69.6819.90073.60Odd68.6819.90074.60Even29.158.50032.05Elastic X-All3.45503.45503.455Odd3.43403.43403.434Even3.48603.48603.486Redist X-All3.50103.50103.501Odd3.45103.45103.451(3.2.2.1b)Even3.42903.42903.429MaxElastic MAll56.620.00-56.6262.180.0062.1877.3462.18Odd47.360.00-47.3670.000.0070.0071.0870.00Even34.530.00-34.5317.100.0017.1041.5317.10bRedist MAll55.490.00-55.4966.500.0066.5069.6066.501.070Odd48.310.00-48.3170.220.0070.2269.6070.221.003Even35.220.00-35.2214.750.0014.7545.6914.750.862SPAN 4Left< >PL1< >PL2< >RightElastic VAll45.2632.50Odd31.0012.20Even37.81Loadings39.95Redist VAll44.1510.80033.61Odd30.7960012.41Even38.4610.80039.30Elastic X-All4.19104.19104.191Odd5.16605.16605.166Even3.50103.50103.501Redist X-All4.08804.08804.088Odd5.13105.13105.131(3.2.2.1b)Even3.56103.56103.561MaxElastic MAll77.340.00-77.3417.520.0017.5231.3717.52Odd71.080.00-71.088.990.008.993.418.99Even41.530.00-41.5324.660.0024.6649.2224.66bRedist MAll69.600.00-69.6020.620.0020.6231.6920.621.177Odd69.600.00-69.609.390.009.393.459.391.044Even45.690.00-45.6922.780.0022.7848.7322.780.924SPAN 5Left< >PL1< >PL2< >RightElastic VAll0.000.00Odd0.000.00Even0.00Loadings0.00Redist VAll0.000000.00Odd0.000000.00Even0.000000.00Elastic X-All0.00000.00000.000Odd0.00000.00000.000Even0.00000.00000.000Redist X-All0.00000.00000.000Odd0.00000.00000.000(3.2.2.1b)Even0.00000.00000.000MaxElastic MAll31.370.00-31.370.000.000.000.000.00Odd3.410.00-3.410.000.000.000.000.00Even49.220.00-49.220.000.000.000.000.00bRedist MAll31.690.00-31.690.000.000.000.000.000.000Odd3.450.00-3.450.000.000.000.000.000.000Even48.730.00-48.730.000.000.000.000.000.000LocationSpreadsheets to BS 8110Location8th Floor slab, from A to GANALYSIS IVONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14SPAN 6Left< >PL1< >PL2< >RightElastic VAll0.000.00Odd0.000.00Even0.00Loadings0.00Redist VAll0.000000.00Odd0.000000.00Even0.000000.00Elastic X-All0.00000.00000.000Odd0.00000.00000.000Even0.00000.00000.000Redist X-All0.00000.00000.000Odd0.00000.00000.000(3.2.2.1b)Even0.00000.00000.000MaxElastic 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
ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14REINFORCEMENT DESIGNSPAN14Top cover33to main steelSpan =8BS 8110 refspansBtm cover33to main steelh =350RefMin As =0.13%455mm/mb =10003.12.5.30Enhancements for deflection OKBENDINGLEFTSPANRIGHTMkNm/m0.0199.275.4b1.0001.0000.800dmm311.0307.0309.0K'0.1560.1560.1323.4.4.4K0.00000.06040.02263.4.4.4zmm295.5284.8293.63.4.4.4As basicmm/m015975863.4.4.4Residual MkNm/m0.00.00.03.4.4.4d - d'mm2722692683.4.4.4As' basicmm/m0003.4.4.4As finalmm/m45515975863.12.5.3S tensmm249131343Round tomm225125300As provmm/m5032513670Enhanced by(deflection)49.82%0.00%Enhancement for deflection okhogging MkNm/m0.00at 0.25Lk =0.0000z =289.43As =03.4.4.4As' finalmm/m79804793.12.5.3S compmm1420420Round tomm1250250As' provmm/m9050804SHEARMod factorfor fcu1.12Table 3.8VkN/m168.8108.9As prov%0.2910.8190.217Av100070003.4.5.8vcN/mm0.4990.453Table 3.8vN/mm0.5430.3523.4.5.2v - vcN/mm0.4000.000S reqdmm55.05267126290.00Table 3.7S maxmm2332323.4.5.5No /mNo18.3804735040.00fsN/mm1195335Eqn 8DEFLECTIONBase ratio20As'=0.000%k tens1.330k comp1.000Final ratio26.603>26.059ActualCHECKSLEFTSPANRIGHT4% steelmm/m1244012280123603.12.6.1d'/x0.0000.0000.0003.4.4.4v maxN/mm0.5430.3523.4.5.2Clause (b)?NoYesNo3.12.11.2.7Max Smm7502957503.12.11.2.7Actual Smm213105284ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GCALCS IIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14REINFORCEMENT DESIGNSPAN20Top cover25to main steelSpan =7.2BS 8110 refBtm cover25to main steelh =250Min As =0.13%325mm/mb =10003.12.5.3BENDINGLEFTSPANRIGHTMkNm/m75.416.155.5b0.8000.8650.980dmm217.0219.0219.0K'0.1320.1480.1573.4.4.4K0.04570.00960.03313.4.4.4zmm205.3208.1208.13.4.4.4As basicmm/m8381776093.4.4.4Residual MkNm/m0.00.00.03.4.4.4d - d'mm1841891883.4.4.4As' basicmm/m0003.4.4.4As finalmm/m8383256093.12.5.3S tensmm240348186Round tomm225300175As provmm/m894377646Enhanced by(deflection)0.00%0.00%Enhancement for deflection okhogging MkNm/m39.50at 0.25Lk =0.0233z =209.00As =4313.4.4.4As' finalmm/m3254313253.12.5.3S compmm619182348Round tomm600175300As' provmm/m335449377SHEARMod factorfor fcu1.12Table 3.8VkN/m44.536.1As prov%0.4120.1720.295Av072003.4.5.8vcN/mm0.6130.547Table 3.8vN/mm0.2050.1653.4.5.2v - vcN/mm0.0000.000S reqdmm00Table 3.7S maxmm1631643.4.5.5No /mNo00fsN/mm359166295Eqn 8DEFLECTIONBase ratio26As'=0.205%k tens2.000k comp1.064Final ratio55.325>32.877ActualCHECKSLEFTSPANRIGHT4% steelmm/m8680876087603.12.6.1d'/x0.0000.0000.0003.4.4.4v maxN/mm0.2050.1653.4.5.2Clause (b)?YesNoNo3.12.11.2.7Max Smm3186576573.12.11.2.7Actual Smm209288163ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GCALCS IIIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14REINFORCEMENT DESIGNSPAN30Top cover25to main steelSpan =7.2BS 8110 refBtm cover25to main steelh =250Min As =0.13%325mm/mb =10003.12.5.3BENDINGLEFTSPANRIGHTMkNm/m55.570.269.6b0.9801.0030.900dmm219.0219.0219.0K'0.1570.1570.1573.4.4.4K0.03310.04180.04153.4.4.4zmm208.1208.1208.13.4.4.4As basicmm/m6097707643.4.4.4Residual MkNm/m0.00.00.03.4.4.4d - d'mm1881891883.4.4.4As' basicmm/m0003.4.4.4As finalmm/m6097707643.12.5.3S tensmm186140148Round tomm175125125As provmm/m646905905Enhanced by(deflection)0.00%5.19%Enhancement for deflection okhogging MkNm/m1.80at 0.25Lk =0.0010z =209.00As =193.4.4.4As' finalmm/m3253253253.12.5.3S compmm348242242Round tomm250225225As' provmm/m452349349SHEARMod factorfor fcu1.12Table 3.8VkN/m69.774.6As prov%0.2950.4130.413Av072003.4.5.8vcN/mm0.5470.612Table 3.8vN/mm0.3180.3413.4.5.2v - vcN/mm0.0000.000S requdmm00Table 3.7S maxmm1641643.4.5.5No /mNo00fsN/mm295260288Eqn 8DEFLECTIONBase ratio26As'=0.159%k tens1.314k comp1.050Final ratio35.882>32.877ActualCHECKSLEFTSPANRIGHT4% steelmm/m8760876087603.12.6.1d'/x0.0000.0000.0003.4.4.4v maxN/mm0.3180.3413.4.5.2Clause (b)?NoYesYes3.12.11.2.7Max Smm6574373963.12.11.2.7Actual Smm163113113ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GCALCS IVONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14REINFORCEMENT DESIGNSPAN40Top cover25to main steelSpan =7.2BS 8110 refBtm cover25to main steelh =250Min As =0.13%325mm/mb =10003.12.5.3BENDINGLEFTSPANRIGHTMkNm/m69.622.848.7b0.9000.9240.990dmm219.0220.0219.0K'0.1570.1570.1573.4.4.4K0.04150.01340.02903.4.4.4zmm208.1209.0208.13.4.4.4As basicmm/m7642495353.4.4.4Residual MkNm/m0.00.00.03.4.4.4d - d'mm1881891883.4.4.4As' basicmm/m0003.4.4.4As finalmm/m7643255353.12.5.3S tensmm148242212Round tomm125225200As provmm/m905349565Enhanced by(deflection)0.00%0.00%Enhancement for deflection okhogging MkNm/m23.90at 0.25Lk =0.0142z =208.05As =2623.4.4.4As' finalmm/m3253253253.12.5.3S compmm242348348Round tomm225300300As' provmm/m349377377SHEARMod factorfor fcu1.12Table 3.8VkN/m44.139.3As prov%0.4130.1590.258Av072003.4.5.8vcN/mm0.6120.523Table 3.8vN/mm0.2020.1793.4.5.2v - vcN/mm0.0000.000S requdmm00Table 3.7S maxmm1641643.4.5.5No /mNo00fsN/mm288237293Eqn 8DEFLECTIONBase ratio26As'=0.171%k tens2.000k comp1.054Final ratio54.810>32.727ActualCHECKSLEFTSPANRIGHT4% steelmm/m8760880087603.12.6.1d'/x0.0000.0000.0003.4.4.4v maxN/mm0.2020.1793.4.5.2Clause (b)?YesNoNo3.12.11.2.7Max Smm3966606573.12.11.2.7Actual Smm113215188ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GCALCS VONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14REINFORCEMENT DESIGNSPAN5No Span 5!Top cover25to main steelSpan =0BS 8110 refBtm cover25to main steelh =0Min As =0.13%0mm/mb =10003.12.5.3BENDINGLEFTSPANRIGHTMkNm/m48.70.00.0b0.9900.0000.000dmm-31.0-31.0-31.0K'0.157-0.190-0.1903.4.4.4K1.44880.00000.00003.4.4.4zmm-24.0-29.5-29.53.4.4.4As basicmm/m-5024944943.4.4.4Residual MkNm/m43.56.46.43.4.4.4d - d'mm-62-61-623.4.4.4As' basicmm/m-1600-239-2353.4.4.4As finalmm/m04944943.12.5.3S tensmm0229229Round tomm0225225As provmm/m0503503Enhanced by(deflection)0.00%0.00%Enhancement for deflection okhogging MkNm/m48.70at 0.25Lk =1.5470z =-28.50As =4783.4.4.4As' finalmm/m1484781483.12.5.3S compmm763164763Round tomm450150450As' provmm/m251524251SHEARMod factorfor fcu1.12Table 3.8VkN/m0.00.0As prov%0.000-1.689-0.811Av003.4.5.8vcN/mm0.0000.000Table 3.8vN/mm0.0000.0003.4.5.2v - vcN/mm0.0000.000S requdmm00Table 3.7S maxmm-23-233.4.5.5No /mNo00fsN/mm000Eqn 8DEFLECTIONBase ratio26As'=-1.689%k tens0.000k comp-0.288Final ratio0.00000.000ActualCHECKSLEFTSPANRIGHT4% steelmm/m-1240-1240-12403.12.6.1d'/x-2.000-8.7100.0003.4.4.4v maxN/mm0.00004.73300.0003.4.5.2Clause (b)?0NoNo3.12.11.2.7Max Smm0-93-933.12.11.2.7Actual Smm0213213ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GCALCS VIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14REINFORCEMENT DESIGNSPAN6No Span 6!Top cover25to main steelSpan =0BS 8110 refBtm cover25to main steelh =0Min As =0.13%0mm/mb =10003.12.5.3BENDINGLEFTSPANRIGHTMkNm/m0.00.00.0b0.0000.0000.000dmm-31.0-31.0-30.0K'-0.190-0.190-0.1903.4.4.4K0.00000.00000.00003.4.4.4zmm-29.5-29.5-28.53.4.4.4As basicmm/m4944944783.4.4.4Residual MkNm/m6.46.46.03.4.4.4d - d'mm-62-61-603.4.4.4As' basicmm/m-235-239-2273.4.4.4As finalmm/m4944944783.12.5.3S tensmm229229164Round tomm225225150As provmm/m503503524Enhanced by(deflection)0.00%0.00%Enhancement for deflection okhogging MkNm/m0.00at 0.25Lk =0.0000z =-28.50As =4783.4.4.4As' finalmm/m1484781483.12.5.3S compmm763164763Round tomm450150450As' provmm/m251524251SHEARMod factorfor fcu1.12Table 3.8VkN/m0.00.0As prov%-0.811-1.689-0.838Av003.4.5.8vcN/mm0.0000.000Table 3.8vN/mm0.0000.0003.4.5.2v - vcN/mm0.0000.000S requdmm00Table 3.7S maxmm-23-233.4.5.5No /mNo00fsN/mm000Eqn 8DEFLECTIONBase ratio20As'=-1.689%k tens0.000k comp-0.288Final ratio0.00000.000ActualCHECKSLEFTSPANRIGHT4% steelmm/m-1240-1240-12003.12.6.1d'/x-9.000-8.7100.0003.4.4.4v maxN/mm0.00004.73300.0003.4.5.2Clause (b)?NoNoNo3.12.11.2.7Max Smm-93-93-903.12.11.2.7Actual Smm213213140
Print Sheet
ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GGRAPH DATA IONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14LOADING DIAGRAMBeam029.6-22.42500Supports008815.215.222.422.429.629.629.629.629.629.6-22.4250-22.4250-22.4250-22.4250-22.4250-22.4250-22.4250UDL's0088815.215.215.222.422.422.429.629.629.629.629.629.629.629.6Dead09.79.706608.58.50660000000Imposed9.714.714.79.77.57.5613.513.58.57.57.56000000PL's1100888815.215.215.215.222.422.422.422.429.629.629.629.629.629.629.629.6Dead14.789.714.714.77.57.57.57.513.513.513.513.57.57.57.57.500000000Imposed89.789.714.714.77.57.57.57.513.513.513.513.57.57.57.57.500000000MOMENT DIAGRAMSSPAN 1X00.40.81.21.622.42.83.23.644.44.85.25.666.46.87.27.68M(e) all0-64.8401804919-126.2275609837-163.1621414756-175.6439219674-184.6729024593-190.2490829511-192.372463443-191.0430439348-186.2608244267-178.0258049186-166.3379854104-151.1973659023-132.6039463941-110.557726886-85.0587073778-56.1068878697-23.702268361512.155151146651.465370654794.2283901629M(e) odd0-65.7825698607-128.1123397214-165.9893095821-179.4134794427-189.3848493034-195.9034191641-198.9691890248-198.5821588855-194.7423287462-187.4496986069-176.7042684675-162.5060383282-144.8550081889-123.7511780496-99.1945479103-71.185117771-39.7228876316-4.807857492333.55997264775.3806027863M(e) even0-37.4695872576-73.3871745152-92.7527617728-95.5663490304-96.827936288-96.5375235456-94.6951108032-91.3006980608-86.3542853184-79.855872576-71.8054598336-62.2030470912-51.0486343488-38.3422216064-24.083808864-8.27339612169.089016620828.003429363248.469842105670.488254848Beam000000000000000000000M(r) all0-65.7824643935-128.112128787-165.9889931805-179.4130575739-189.3843219674-195.9027863609-198.9684507544-198.5813151479-194.7413795414-187.4486439348-176.7031083283-162.5047727218-144.8536371153-123.7497015088-99.1929659023-71.1834302958-39.7210946892-4.805959082733.561976523875.3827121303M(r) odd0-65.7824643935-128.112128787-165.9889931805-179.4130575739-189.3843219674-195.9027863609-198.9684507544-198.5813151479-194.7413795414-187.4486439348-176.7031083283-162.5047727218-144.8536371153-123.7497015088-99.1929659023-71.1834302958-39.7210946892-4.805959082733.561976523875.3827121303M(r) even0-37.2248643935-72.897728787-92.0185931805-94.5874575739-95.6043219674-95.0691863609-92.9820507544-89.3429151479-84.1517795414-77.4086439348-69.1135083283-59.2663727218-47.8672371153-34.9161015088-20.4129659023-4.357830295813.249305310832.408440917353.119576523875.382712130370% max0-26.2287110803-51.3710221606-64.926933241-66.8964443213-67.7795554016-67.5762664819-66.2865775622-63.9104886426-60.4479997229-55.8991108032-50.2638218835-43.5421329638-35.7340440442-26.8395551245-16.8586662048-5.79137728516.362311634619.602400554236.025759458365.95987311470% min0-46.0477989025-89.678637805-116.1925167074-125.5894356099-132.5693945124-137.1323934149-139.2784323174-139.0075112198-136.3196301223-131.2147890248-123.6929879273-113.7542268298-101.3985057322-86.6258246347-69.4361835372-49.8295824397-27.8060213422-3.365500244623.491980852949.3417783936Lower bound0-65.7824643935-128.112128787-165.9889931805-179.4130575739-189.3843219674-195.9027863609-198.9684507544-198.5813151479-194.7413795414-187.4486439348-176.7031083283-162.5047727218-144.8536371153-123.7497015088-99.1929659023-71.1834302958-39.7210946892-4.805959082700Upper bound0000000000000000013.249305310832.408440917353.119576523875.3827121303Beam000000000000000000000SPAN 2Local X00.360.721.081.441.82.162.522.883.243.63.964.324.685.045.45.766.126.486.847.2X88.368.729.089.449.810.1610.5210.8811.2411.611.9612.3212.6813.0413.413.7614.1214.4814.8415.2M(e) all94.228390162979.051125759365.273541355852.895636952241.917412548732.338868145224.160003741617.380819338112.00131493458.0214905315.44134612744.26088172394.48009732036.09899291689.117568513213.535824109719.353759706126.571375302635.188670899145.205646495556.622302092M(e) odd75.380602786366.592360769958.581718753551.348676737144.893234720739.215392704234.315150687830.192508671426.84746665524.280024638622.490182622221.477940605821.243298589421.78625657323.106814556625.204972540128.080730523731.734088507336.165046490941.373604474547.3597624581M(e) even70.48825484855.393453374941.698331901929.402890428818.50712895589.01104748270.9146460096-5.7820754634-11.0791169365-14.9764784095-17.4741598826-18.5721613556-18.2704828287-16.5691243018-13.4680857748-8.9673672479-3.06696872094.23310980612.932868332923.032306859934.5314253868Beam000000000000000000000M(r) all75.382712130361.091109326348.199186522336.706943718326.614380914317.921498110310.62829530634.73477250220.2409296982-2.8532331058-4.5477159098-4.8425187138-3.7376415178-1.23308432182.67115287427.975070070214.678667266222.781944462132.284901658143.187538854155.4898560501M(r) odd75.382712130366.641724409258.67833668851.492548966945.084361245739.453773524534.600785803430.525398082227.227610361124.707422639922.964834918821.999847197621.812459476522.402671755323.770484034225.91589631328.838908591932.539520870737.017733149642.273545428448.3069577073M(r) even75.382712130360.077719218546.172406306733.666773394922.560820483212.85454757144.5479546596-2.3589582522-7.866191164-11.9737440758-14.6816169876-15.9898098993-15.8983228111-14.4071557229-11.5163086347-7.2257815465-1.53557445835.554312629914.043879718123.933126806435.222053894670% max65.95987311455.335788031545.691478949137.026945866631.425264304527.45077489324.020605481521.1347560718.793226658516.99601724715.743127835515.03455842414.870309012615.250379601116.174770189617.643480778119.656511366622.213861955125.315532543631.643952546939.635611464470% min49.341778393638.775417362529.188832331320.582023300212.9549902696.30773323790.6402522068-4.0474528244-7.7553818555-10.4835348867-12.2319119178-13.000512949-12.7893379801-11.5983870112-9.4276600424-6.2771570735-2.14687810472.96317686429.053007833116.122614801924.1719977708Lower bound0000000-4.0474528244-7.866191164-11.9737440758-14.6816169876-15.9898098993-15.8983228111-14.4071557229-11.5163086347-7.2257815465-2.14687810470000Upper bound75.382712130366.641724409258.67833668851.492548966945.084361245739.453773524534.600785803430.525398082227.227610361124.707422639922.964834918821.999847197621.812459476522.402671755323.770484034225.91589631328.838908591932.539520870737.017733149643.187538854155.4898560501Beam000000000000000000000SPAN 3Local X00.360.721.081.441.82.162.522.883.243.63.964.324.685.045.45.766.126.486.847.2X15.215.5615.9216.2816.641717.3617.7218.0818.4418.819.1619.5219.8820.2420.620.9621.3221.6822.0422.4M(e) all56.62230209233.157203053512.271144015-6.0358750234-21.7638540619-34.9127931003-45.4826921388-53.4735511773-58.8853702157-61.7181492542-61.9718882927-59.6465873311-54.7422463696-47.258865408-37.1964444465-24.554983485-9.33448252348.465058438128.843639399651.801260361277.3379213227M(e) odd47.359762458124.04502292193.3093233858-14.8473361504-30.4249556866-43.4235352227-53.8430747589-61.6835742951-66.9450338312-69.6274533674-69.7308329036-67.2551724397-62.2004719759-54.566731512-44.3539510482-31.5621305844-16.19127012051.758630343322.287570807145.39555127171.0825717348M(e) even34.531425386824.416327005215.40282862357.49093024190.6806318602-5.0280665215-9.6351649031-13.1406632848-15.5445616664-16.8468600481-17.0475584298-16.1466568114-14.1441551931-11.0400535747-6.8343519564-1.52705033814.881851280312.392352898621.00445451730.718156135341.5334577536Beam000000000000000000000M(r) all55.489856050131.694689707110.4785633642-8.1585229788-24.2165693218-37.6955756648-48.5955420078-56.9164683508-62.6583546937-65.8212010367-66.4050073797-64.4097737227-59.8355000657-52.6821864087-42.9498327516-30.6384390946-15.74800543761.721468219421.769981876444.397535533469.6041291905M(r) odd48.306957707324.87093628144.0139548556-14.2639865703-29.9628879961-43.0827494219-53.6235708478-61.5853522736-66.9680936995-69.7717951253-69.9964565511-67.642077977-62.7086594028-55.1962008287-45.1047022545-32.4341636803-17.18458510620.64403346821.051692042144.038390616369.6041291905M(r) even35.222053894625.280091376316.4397288588.70096633972.0638038215-3.4717586968-7.9057212151-11.2380837334-13.4688462517-14.5980087699-14.6255712882-13.5515338065-11.3758963248-8.098658843-3.71982136131.76061612048.342653602116.026291083824.811528565634.698366047345.68680352970% max39.635611464423.210042137410.78198003655.24365116930.4764423021-3.519646565-6.7446154322-9.1984642993-10.8811931665-11.7928020337-11.9332909008-11.302659768-9.9009086352-7.7280375023-4.7840463695-1.06893523663.41729589628.67464702920.190547579836.260882252854.136544925970% min24.171997770816.83151604532.31652637-10.3931353053-21.2974689806-30.3964746559-37.6901523312-43.1785020065-46.8615236819-48.7392173572-48.8115830325-47.0786207078-43.5403303831-38.1967120584-31.0477657337-22.0934914091-11.33388908441.231041240314.703118161921.502709294729.0734204276Lower bound000-14.2639865703-29.9628879961-43.0827494219-53.6235708478-61.5853522736-66.9680936995-69.7717951253-69.9964565511-67.642077977-62.7086594028-55.1962008287-45.1047022545-32.4341636803-17.18458510620000Upper bound55.489856050131.694689707116.4397288588.70096633972.063803821500000000001.76061612048.342653602116.026291083824.811528565644.397535533469.6041291905Beam000000000000000000000SPAN 4Local X00.360.721.081.441.82.162.522.883.243.63.964.324.685.045.45.766.126.486.847.2X22.422.7623.1223.4823.8424.224.5624.9225.2825.642626.3626.7227.0827.4427.828.1628.5228.8829.2429.6M(e) all77.337921322761.742663098847.547084874834.751186650823.354968426813.35843020294.7615719789-2.4356062451-8.233104469-12.630922693-15.629060917-17.227519141-17.4262973649-16.2253955889-13.6248138129-9.6245520368-4.22461026082.575011515210.774313291220.373295067331.3719568433M(e) odd71.082571734860.311895783150.318819831441.103343879832.665467928125.005191976418.122516024712.0174400736.68996412132.1400881696-1.632187782-4.6268637337-6.8439396854-8.2834156371-8.9452915888-8.8295675405-7.9362434921-6.2653194438-3.8167953955-0.59067134723.4130527011M(e) even41.533457753628.620953936917.10813012016.9949863033-1.7184775135-9.0322613303-14.9463651471-19.4607889639-22.5755327807-24.2905965974-24.6059804142-23.521684231-21.0377080478-17.1540518646-11.8707156814-5.18769949822.89499668512.377372868223.259429051535.541165234749.2225814179Beam000000000000000000000M(r) all69.604129190554.411246551540.618043912628.224521273617.23067863477.6365159958-0.5579666432-7.3527692821-12.747891921-16.74333456-19.3390971989-20.5351798378-20.3315824768-18.7283051157-15.7253477546-11.3227103936-5.52039303251.681604328510.283281689620.284639050731.6856764117M(r) odd69.604129190558.909081892348.991634594239.851787296131.48953999823.904892699917.097845401811.06839810365.81655080551.3423035074-2.3543437907-5.2733910888-7.4148383869-8.7786856851-9.3649329832-9.1735802813-8.2046275794-6.4580748775-3.9339221756-0.63216947383.4471832281M(r) even45.68680352932.542021132720.796918736510.45149634021.505753944-6.0403084523-12.1866908486-16.9333932448-20.2804156411-22.2277580374-22.7754204336-21.9234028299-19.6717052262-16.0203276224-10.9692700187-4.5185324153.331885188812.581982792523.231760396235.28121848.730355603770% max54.136544925943.219864169135.22317388228.772340715822.865827549617.503634383512.68576121738.41220805114.68297488491.4980617188-1.1425314474-3.2388046136-4.7907577798-5.798390946-6.2617041121-3.63138964872.02649767958.664161007816.28160033624.878815664334.455806992570% min29.073420427620.034667755811.97569108414.8964904123-1.2029342595-6.3225829312-10.462455603-13.6225522747-15.8028729465-17.0034176182-17.22418629-16.4651789617-14.7263956335-12.0078363052-9.537369669-6.7371864258-5.5553704445-4.3857236107-2.6717567769-0.4134699432.3891368908Lower bound0000-1.2029342595-6.3225829312-12.1866908486-16.9333932448-20.2804156411-22.2277580374-22.7754204336-21.9234028299-20.3315824768-18.7283051157-15.7253477546-11.3227103936-8.2046275794-6.4580748775-3.9339221756-0.63216947380Upper bound69.604129190558.909081892348.991634594239.851787296131.48953999823.904892699917.097845401811.06839810365.81655080551.49806171880000003.331885188812.581982792523.231760396235.28121848.7303556037Beam000000000000000000000ProjectSpreadsheets to BS 8110Location8th Floor slab, from A to GGRAPH DATA IIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISMade by rmw Job No R68Originated from RCC31.xls on CD 1999 BCA for RCCDate26-Jan-14SPAN 5Local X000000000000000000000X29.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.6M(e) all31.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.371956843331.37195684330M(e) odd3.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270113.41305270110M(e) even49.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.222581417949.22258141790Beam000000000000000000000M(r) all31.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.685676411731.68567641170M(r) odd3.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322813.44718322810M(r) even48.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.7303556037070% max34.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.455806992534.4558069925070% min2.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689082.38913689080Lower bound000000000000000000000Upper bound48.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.730355603748.73035560370Beam000000000000000000000SPAN 6Local X000000000000000000000X29.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.629.6M(e) all000000000000000000000M(e) odd000000000000000000000M(e) even000000000000000000000Beam000000000000000000000M(r) all000000000000000000000M(r) odd000000000000000000000M(r) even00000000000000000000070% max00000000000000000000070% min000000000000000000000Lower bound000000000000000000000Upper bound000000000000000000000Beam000000000000000000000SHEAR FORCE DIAGRAMSSPAN 1SPAN 2SPAN 3SPAN 4SPAN 5SPAN 6Local X0011118000007.2000007.2000007.20000000000000X00111188888815.215.215.215.215.215.222.422.422.422.422.422.429.629.629.629.629.629.629.629.629.629.629.629.629.629.6V(e) all0166.4164512296144.836451229639.836451229639.836451229639.8364512296-111.223548770444.103067787644.103067787644.103067787644.103067787644.1030677876-33.656932212468.762830662468.762830662468.762830662468.762830662468.7628306624-74.517169337645.264161733345.264161733345.264161733345.264161733345.2641617333-32.49583826670000000000000V(e) odd0168.7724246517147.192424651742.192424651742.192424651742.1924246517-108.867575348325.491783378925.491783378925.491783378925.491783378925.4917833789-17.708216621168.345165378268.345165378268.345165378268.345165378268.3451653782-74.934834621830.998544310230.998544310230.998544310230.998544310230.9985443102-12.20145568980000000000000V(e) even095.61396814485.91396814410.91396814410.91396814410.913968144-56.98603185643.874004091843.874004091843.874004091843.874004091843.8740040918-33.885995908229.627495504629.627495504629.627495504629.627495504629.6274955046-31.572504495437.812066157737.812066157737.812066157737.812066157737.8120661577-39.94793384230000000000000V(r) all0168.7721609837147.192160983742.192160983742.192160983742.1921609837-108.867839016341.642896677841.642896677841.642896677841.642896677841.6428966778-36.117103322269.679684286169.679684286169.679684286169.679684286169.6796842861-73.600315713944.146451774844.146451774844.146451774844.146451774844.1464517748-33.61354822520000000000000V(r) odd0168.7721609837147.192160983742.192160983742.192160983742.1921609837-108.867839016325.360521447625.360521447625.360521447625.360521447625.3605214476-17.839478552468.682059516268.682059516268.682059516268.682059516268.6820595162-74.597940483830.78846471730.78846471730.78846471730.78846471730.788464717-12.4115352830000000000000V(r) even095.002160983785.302160983710.302160983710.302160983710.3021609837-57.597839016344.457869199444.457869199444.457869199444.457869199444.4578691994-33.302130800629.146562550829.146562550829.146562550829.146562550829.1465625508-32.053437449238.457284434138.457284434138.457284434138.457284434138.4572844341-39.30271556590000000000000Lower bound095.002160983785.302160983710.302160983710.302160983710.3021609837-108.867839016325.360521447625.360521447625.360521447625.360521447625.3605214476-36.117103322229.146562550829.146562550829.146562550829.146562550829.1465625508-74.597940483830.78846471730.78846471730.78846471730.78846471730.788464717-39.30271556590000000000000Upper bound0168.7721609837147.192160983742.192160983742.192160983742.1921609837-57.597839016344.457869199444.457869199444.457869199444.457869199444.4578691994-17.839478552469.679684286169.679684286169.679684286169.679684286169.6796842861-32.053437449244.146451774844.146451774844.146451774844.146451774844.1464517748-12.4115352830000000000000Beam00000000000000000000000000000000000000GRIDS8815.215.222.422.429.629.629.629.629.629.6-199.2394.2283901629-199.228965383794.2283901629-199.228965383794.2283901629-199.228965383794.2283901629-199.228965383794.2283901629-199.228965383794.2283901629
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 RCC31 One-way Solid Slabs (A & D)DateVersionActionSize (kB)36376.0RCC31 v1.0First public release. Includes b version comments651
