道桥工程建筑电子表格_螺旋筋长度连续梁分析及设计

ProjectSpreadsheetstoBS8110ClientAdvisoryGroupMadebyDatePageLocationD&D:EdgebeamGrid1fromAtoJrmw09/Aug/2019132CONTINUOUSCONCRETEBEAMDESIGNtoBS8110:1997Table3.5CheckedRevisionJobNoOriginatedfromRCC95.xlsonCD©1999BCAforRCCchgR68LOCATIONSupports:fromgridAtogridJSTATUSVALIDDESIGNDIMENSIONSMATERIALSNºofspansNº5ShapeLBEAMfcuN/mm²40gm=1.50MaxSpanm5.00Topcovermm40fylN/mm²460gm=1.05depth,hmm350Bottomcovermm40fyvN/mm²250DensitykN/m³23.6bwmm300Sidecovermm40haggmm20(Normalweightconcrete)hfmm175Supportsteelinaltlayer?Ybfmm650LOADINGSelfWtkN/m1.2+DeadkN/m10.9TotalDead,gkkN/m12.1ImposedqkkN/m5.0AJAJDesignload,n=kN/m25.0GeometryandLoadingBENDINGENDENDFIRSTINTINTERIORINTERNALBS8110SUPPORTS(A&J)SPANSSUPPORTSSPANSSUPPORTSReferenceMkNm0.056.268.743.750.0Table3.5dmm276290270292270bfmm3006503006503003.4.1.5Asmm²04666433604543.4.4.4As'mm²000003.4.4.4DeflectionL/dMax38.6836.783.4.6.3ActualL/d17.24OK17.12OK3.4.6.1TensionreinforcementØ1620201620No2Top2Btm3Top2Btm2TopAsprovmm²402628942402628=%0.490.721.160.460.78CompressionreinforcementØ1612121212No2Btm2Top2Btm2Top2BtmAs'provmm²402226226226226=%0.490.260.280.260.28SHEAROUTERSUPTFIRSTINTSUPTINTSUPTNOMINALVkN/m56.275.068.7~Table3.5vN/mm²0.6460.9260.849~Eqn3vcN/mm²0.5700.8580.749~Table3.8LinkØmm10101010LegsNo2222@mm200200200200OUTPUT/SUMMARYENDENDFIRSTINTINTERNALINTERNALSUPPORTSSPANSSUPPORTSSPANSSUPPORTS2T16T2T12T3T20T2T12T2T20TNominalB2T20BNominalB2T16BNominalB2R10@2002R10@2002R10@2002R10@2002R10@200for800for600for600CHECKSBARØSINGLEBARSHEARGLOBALCOVERLAYERSSPACINGDEFLECTIONLINKSSTATUSOKOKOKOKOKVALIDDESIGNfromCLofsupportREINFORCEDCONCRETECOUNCIL-IndicativeBendingMomentDiagramPROVIDEMainreinforcementLinks-100-50050100ProjectSpreadsheetstoBS8110REINFORCEDCONCRETECOUNCILClientAdvisoryGroupMadebyDatePageLocationD&D:EdgebeamGrid1fromAtoJrmw09/Aug/2019134CONTINUOUSCONCRETEBEAMDESIGNtoBS8110:1997Table3.5CheckedRevisionJobNoOriginatedfromRCC95.xlsonCD©1999BCAforRCCchg-R68SHEAROUTERFIRSTINTINTERNALNOMINALSUPPORTSUPPORTSUPPORTFactor0.450.600.55~Table3.5VkN56.275.068.7~-=-vN/mm²0.6460.9260.849~Eqn3vcN/mm²0.5700.8580.749~Table3.8(v-vc)bvN/mm120.0120.0120.0120.0Table3.7LinkØok10ok10ok10ok103.12.7.1Legsok2ok2ok2ok2@mm2182032032183.12.7.1Adjusttomm200200200200formm000---fromclofsuptAdjusttomm800600600---AsDistok0.0ok90.0ok0.0ok0.03.4.5.5As'Distok0.0ok0.0ok0.0ok0.03.12.7.2ProjectSpreadsheetstoBS8110ClientAdvisoryGroupMadebyDatePageLocationD&D:EdgebeamGrid1fromAtoJrmwAug/2019135CheckedRevisionJobNoOriginatedfromRCC95.xlsonCD©1999BCAforRCCchg-R68APPROXWEIGHTofREINFORCEMENTNoOffNoTypeDiaLengthUnitwtWeightTOPSTEELEndsupport22T1619251.57812.2Endspan22T1232000.88811.4FirstIntsupport23T2030002.46644.4Internalspan32T1232000.88817.0Internalsupport22T2030002.46629.6BOTTOMSTEELEndsupport22T169501.5786.0Endspan22T2046502.46645.9FirstIntsupport22T1212000.8884.3Internalspan32T1646501.57844.0Internalsupport22T1212000.8884.3LINKSEndspan27R1010500.6179.1218R1010500.61723.3Internalspan36R1010500.61711.7319R1010500.61736.9SUMMARYspacersnotincludedApproxtotalreinforcementinbay(kg)300Reinforcementdensity(kg/m3:basedonbw.d)112.9REINFORCEDCONCRETECOUNCILCONTINUOUSCONCRETEBEAMDESIGNtoBS8110:1997Table3.5ProjectSpreadsheetstoBS8110LocationD&D:EdgebeamGrid1fromAtoJGRAPHDATAICONTINUOUSCONCRETEBEAMDESIGNtoBS8110:1997Table3.5OriginatedfromRCC95.xlsonCD©1999BCAforRCCLOADINGDIAGRAMX002525gk=12.14Dead012.1412.140qk=5.00Imposed12.1417.1417.1412.14F/2=62.49Base0000Supports00551010151520202525252525252525-3.4280-3.4280-3.4280-3.4280-3.4280-3.4280-3.4280-3.4280-3.4280BMDIAGRAMSupport1End2Mid3MidLocalX000.511.522.533.544.500.511.522.533.544.500.511.522.5GlobalX000.511.522.533.544.555.566.577.588.599.51010.51111.51212.5Base000000000000000000000000000Moment00-21.247-36.244-44.993-47.492-43.743-33.745-17.4974.999233.74568.73938.74414.998-2.4996-13.748-18.747-17.497-9.99843.749423.74649.99221.8720-15.623-24.996-28.12128.12149.99265.61574.98878.11374.98865.61549.99228.121Gridlines55101015152020252525252525252575.613-47.49275.613-47.49275.613-47.49275.613-47.49275.613-47.49275.613-47.49275.613-47.49275.613-47.492GRAPHDATAII4Mid5End633.544.500.511.522.533.544.500.511.522.533.544.500001313.51414.51515.51616.51717.51818.51919.52020.52121.52222.52323.52424.5252525250000000000000000000000000000-24.996-15.623021.87249.99223.7463.7494-9.9984-17.497-18.747-13.748-2.499614.99838.74468.73933.7454.9992-17.497-33.745-43.743-47.492-44.993-36.244-21.2470000GRAPHDATAIIIMadebyrmwJobNoR68Date0708090000000000000000000000000002525252525252525252525252525252525252525252525252525250000000000000000000000000000000000000000000000000000009/Aug/19DisclaimerStatusofspreadsheetPublicreleaseversion.RevisionhistoryRCC95ContinuousBeams(Tables)DateVersionAction06/Aug/99RCC11v1.0Firstpublicrelease.IncludesbversioncommentsAlladviceorinformationfromtheBritishCementAssociationand/orReinforcedConcreteCouncilisintendedforthosewhowillevaluatethesignificanceandlimitationsofitscontentsandtakeresponsibilityforitsuseandapplication.Noliability(includingthatfornegligence)foranylossresult