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This document provides details of the layout and reinforcement of the first floor beams of a building. It includes a layout drawing of the first floor beams labeled FB1 through FB28. It also includes schedules specifying the beam sizes, reinforcement details, and concrete mix to be used. General notes provide instructions regarding dimensions, concrete mix proportions, reinforcement grades and details.
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IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
7 steel structure
- 1. LAYOUTOFFIRSTFLOORBEAM CB1FB1 FB1A FB2FB3FB3A FB4FB5 FB1A FB4 FB1A FB6 FB7 FB7 FB8CB2 FB8FB8 CB1 FB12 FB13 FB7 FB5FB4 FB1AFB1A FB6 CRB1 FB11FB10FB10 FB3FB2 FB1A FB1 CB1 CB1 FB10 CB1 FB9FB9 FB1A CB3 CB3 CB3 CB2 FB15 FB1A CB3 CB3 CB3 CB2 FB16 FB16 FB17 FB17CB4 CB2/CB4 FB18 FB22 FB23 FB19 CB2 FB24 FB25 FB28 CB2 FB27 FB1A FB26 FB21FB20 FB25 FB24 CB2 CB2 CB1 FB19 STS1 STS1 STS1 CB3 CB3 CB3 CB3CB3 CB3 CB3 CB3 FB6 FB14 FB14 S1 S2S1 S1 S2S1 S3 S4 S4 S3 S5 S4 S4 S5 S5 S5 S5 S6 S6 S6 S6 S6 S7 S7 S6 S6 S6 S6 S7 S7 ANCHORAGEOFBEAMBARS INANEXTERNALJOINT SCHEDULEOFFIRSTFLOORBEAMSOFCONC.MIX20(1:1.5:3) REMARKWIDTH BEAM NO.ONCONTINUOUS EXTRAATTOP SUPPORTONLY CURTAILED ATL/4 BOTTOMREINF. DEPTHSTRAIGHT BEAMSIZE TOPSTEEL DESIGNED STIRRUPS NOMINAL TYP.DETAILSOFCANTILEVERBEAMREINFORCEMENT SECTIONATY-Y Y Y (STS01) TYPSTAIRCASEDETIL 150 600 600 SECTIONATX-X X X TYP.DETAILSOFCONTINUEDBEAMREINFORCEMENT LAPSPLICEINBEAM LAYOUT&DETAILSOFFIRSTBEAM GENERALNOTES: 1.WRITTENDIMENSIONSTOBEFOLLOWED. 2.ALLDIMENSIONSANDLEVELSAREINMILLIMETERS UNLESSOTHERWISESPECIFIED. 3.ALLLEVELS/DIMENSIONSAREFROMUNFINISHED ARCHITECTURALSURFACES. CONSTRUCTIONNOTES: PleaseVerifydrgAlongwithCenterLinePlanBeforeNOTE: Execuation. CLIENT: JOBNO.:DRG.NO.:SCALE:DATE: DRAWNBY:APPROVEDBY:NORTH: COPIESDATEISSUE ISSUES: REV.DATEDESCRIPTION REVISION: PROJECT: TITLE: CHECKEDBY: NOTICEBEFOREEXECUTION. 7.CON.MIX,QUALITY,SHUTTERING,CURING&EXECUTIONASPER 11.ANYDEVIATIONINDRAWINGS,DETAILSetc.SHALLBEBROUGHTTO 2.USECONCRETEGRADEM20FORBEAMS&SLABSM20 5.CONCRETEMIXFORCOLUMNM-20 6.REINF.DETAILINGSHOULDBEDONEASPERGIVENDETAILSONLY. 4.FOUNDATIONSDESIGNEDFORGROUND+1STFLOOR. 3.S.B.C.ASSUMEDFORSOILIS200kN/m2 1.DONOTSCALEANDCOPYTHISDRAWING. DRAWINGISRESPONSIBILATYOFCLIENT. b)COLUMN= FORa)BEAMANDSLAB= 8.ALLTORSTEEL(#)OFGRADEFe415 9.LAPPINGORANCHORANGELENGTH 10.CLEARCOVERTORENFORCEMENT a)FOOTING= c)SLAB= b)COLUMN= 60xDIAOFBAR 55xDIAOFBAR 50m.m. 40m.m. 20m.m. d)BEAM=25m.m. UNLESSOTHERWISESPECIFIED PROPOSEDBUNGLOWPLAN CONCRETEMIXM20.(1:1.5:3) Mr.PANDHARYALAM ABJVAJ NTS30.06.2019RC-03_R0 ABJ