Issues for all projects

ProjectSummaryStatusPriorityCategorysort iconLast updatedAssigned to
www.sefindia.orgmagic equation(r) for rcc rectangular columnactivecriticalbug report10 years 49 weeksraveeleo
www.sefindia.orgBroken links in software sectionactivecriticalbug report8 years 28 weeks
www.sefindia.orgSOFT STORY COLUMN DESIGNactivenormalbug report7 years 25 weeks
www.sefindia.orgModelling Issuesactivenormalbug report8 years 9 weeksnaman247
www.sefindia.orgLeft and Right Parts of the Menu are overridingactivecriticalbug report2 years 30 weeks
www.sefindia.orgautocaddactivenormalfeature request11 years 23 weekssree_saraswata
www.sefindia.org Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 16 weeksSCHWING Universal
www.sefindia.orgDifference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 28 weekskshijina
www.sefindia.orgconcrete.activenormalfeature request10 years 8 weeksjaisai202209
www.sefindia.orgCONCRETE GIRDER DESIGNactivecriticalfeature request9 years 33 weeksask_salem
www.sefindia.orgModelling in Staad proactivenormalfeature request3 years 51 weeksNandy
www.sefindia.orgsloped Roof reinforcement details...!activenormalfeature request8 years 46 weeks
www.sefindia.orgM.E. PROJECTactivenormalfeature request8 years 45 weeksPALLAVI DESAI
www.sefindia.orgmining equipmentactivenormalfeature request8 years 44 weeksHenan Kingman M...
www.sefindia.orgAny boby can help for my final year project (Strucactivenormalfeature request8 years 23 weekslokeshm
www.sefindia.orgStructural Status Investigations for Mullai Periyaactivecriticalfeature request8 years 4 weeksanitech
www.sefindia.orgbuiltup section criteriaactivecriticalfeature request8 years 2 daysanuj singh
www.sefindia.orgIS codeactivenormalfeature request7 years 40 weeks
www.sefindia.orgModular ratio m for working stress design methodactivenormalfeature request7 years 22 weeksPADMAKANT
www.sefindia.orgload combinationsactivenormalfeature request7 years 7 weeks
www.sefindia.orgPoperties of Link Element for Modelling Masonry Waactivecriticalfeature request6 years 38 weeksMEET1291SHAH
www.sefindia.orgHigh performance concreteactivenormalfeature request5 years 30 weeksBhaskarboya
www.sefindia.org3.5.5 clause is 800 2007 ( about crane lumping masactivenormalfeature request3 years 29 weeks
www.sefindia.orgMtech project topics related to concreteactivenormalfeature request3 years 28 weeks
www.sefindia.orgUse of Fe 500 in Sismic Zone V activenormalsupport request10 years 38 weekservijayks
www.sefindia.orgpipe rackactivenormalsupport request9 years 41 weeks
www.sefindia.orgSelection od SBC for foundation in water upliftactivenormalsupport request10 years 21 weeksutpal02
www.sefindia.orgStandard Deviationactivecriticalsupport request9 years 36 weekscivilenggmink
www.sefindia.orgPRECAST WALL ELEMENTSactivenormalsupport request11 years 17 weekssrini66
www.sefindia.orgcore test jistificationactivenormalsupport request11 years 14 weeksanil102
www.sefindia.orgDesign of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 11 weeksajay1804
www.sefindia.orgDepth of foundationactivenormalsupport request11 years 8 weekskartik
www.sefindia.orgBending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 7 weeksambrish
www.sefindia.orgTechnical Query- Clarification Required.activecriticalsupport request11 years 4 weeksVels
www.sefindia.orgDesign of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 13 weekssatyabhanuangirash
www.sefindia.orgcoupled shear wallactivenormalsupport request10 years 31 weeksmail2rahulgarg
www.sefindia.orgReplacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 41 weeksdevendrabjoshi
www.sefindia.orgFlextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 16 weekscozomoto
www.sefindia.orgbase pressure in STAADactivecriticalsupport request10 years 17 weeks
www.sefindia.orgp-delta analysis in ETABSactivecriticalsupport request7 years 40 weeksrvshankar143
www.sefindia.orgi need dridges construction tasks for primaveraactivenormalsupport request10 years 13 weeks
www.sefindia.orgShear centre of the close box girderactivecriticalsupport request10 years 12 weeks
www.sefindia.orgShear centre of the close box girderactivecriticalsupport request10 years 12 weeks
www.sefindia.orgSidesway Checkactivenormalsupport request9 years 18 weeksshafeeque ahmad
www.sefindia.orgIS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 6 weeksRAHULGEHLOT2009
www.sefindia.orgPhDactivenormalsupport request9 years 31 weeks
www.sefindia.orgAnalysis and design of Sloping slab and beamactivenormalsupport request9 years 49 weeks
www.sefindia.orgDETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 48 weekssrini66
www.sefindia.orgdesign of precast structureactivecriticalsupport request9 years 48 weeksmanieck2010
www.sefindia.orgdesign of precast structureactivecriticalsupport request9 years 48 weeksmanieck2010
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