Issues for all projects

Projectsort iconSummaryStatusPriorityCategoryLast updatedAssigned to
www.sefindia.orgPoor Quality of Constructionactivenormaltask12 years 17 weekservijayks
www.sefindia.orgUse of Fe 500 in Sismic Zone V activenormalsupport request11 years 19 weekservijayks
www.sefindia.orgpipe rackactivenormalsupport request10 years 22 weeks
www.sefindia.orgSelection od SBC for foundation in water upliftactivenormalsupport request11 years 2 weeksutpal02
www.sefindia.orgautocaddactivenormalfeature request12 years 4 weekssree_saraswata
www.sefindia.orgStandard Deviationactivecriticalsupport request10 years 17 weekscivilenggmink
www.sefindia.orgPRECAST WALL ELEMENTSactivenormalsupport request11 years 49 weekssrini66 Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 49 weeksSCHWING Universal
www.sefindia.orgcore test jistificationactivenormalsupport request11 years 47 weeksanil102
www.sefindia.orgDesign of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 44 weeksajay1804
www.sefindia.orgmagic equation(r) for rcc rectangular columnactivecriticalbug report11 years 30 weeksraveeleo
www.sefindia.orgDepth of foundationactivenormalsupport request11 years 41 weekskartik
www.sefindia.orgBending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 40 weeksambrish
www.sefindia.orgTechnical Query- Clarification Required.activecriticalsupport request11 years 37 weeksVels
www.sefindia.orgDesign of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 46 weekssatyabhanuangirash
www.sefindia.orgcoupled shear wallactivenormalsupport request11 years 12 weeksmail2rahulgarg
www.sefindia.orgdesign of reinforced earthactivecriticaltask11 years 9 weeksJapan_shah
www.sefindia.orgDifference in cover for fire reistance in IS456 anactivecriticalfeature request11 years 8 weekskshijina
www.sefindia.orgReplacing Rebars with higher Grade Rebarsactivecriticalsupport request10 years 22 weeksdevendrabjoshi
www.sefindia.orgTen Tips for Evaluating a Home Builderactivenormaltask10 years 50 weeks
www.sefindia.orgFlextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 49 weekscozomoto
www.sefindia.orgbase pressure in STAADactivecriticalsupport request10 years 49 weeks
www.sefindia.orgp-delta analysis in ETABSactivecriticalsupport request8 years 20 weeksrvshankar143
www.sefindia.orgi need dridges construction tasks for primaveraactivenormalsupport request10 years 46 weeks
www.sefindia.orgShear centre of the close box girderactivecriticalsupport request10 years 45 weeks
www.sefindia.orgShear centre of the close box girderactivecriticalsupport request10 years 45 weeks
www.sefindia.orgSidesway Checkactivenormalsupport request9 years 51 weeksshafeeque ahmad
www.sefindia.orgINFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 44 weeksbadamsundararao
www.sefindia.orgconcrete.activenormalfeature request10 years 41 weeksjaisai202209
www.sefindia.orgIS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 39 weeksRAHULGEHLOT2009
www.sefindia.orgEdge Beam in POST Tensioningactiveminortask10 years 30 weekscharmi.85
www.sefindia.orgPhDactivenormalsupport request10 years 11 weeks
www.sefindia.orgAnalysis and design of Sloping slab and beamactivenormalsupport request10 years 29 weeks
www.sefindia.orgDETAILING OF EXPANSION JOINTactivecriticalsupport request10 years 29 weekssrini66
www.sefindia.orgdesign of precast structureactivecriticalsupport request10 years 28 weeksmanieck2010
www.sefindia.orgdesign of precast structureactivecriticalsupport request10 years 28 weeksmanieck2010
www.sefindia.orgretaining wall toeactivenormalsupport request9 years 51 weekssatish_kotagiri
www.sefindia.orgregarding enhanced shear strengthactivenormaltask10 years 22 weekskprashanthkumar
www.sefindia.orgM.E Structural Engineering Project Topicsactivecriticalsupport request3 years 2 weeksOppong_Goodenou...
www.sefindia.orgblock foundation....activecriticalsupport request9 years 11 weekssureshbabu
www.sefindia.orgwhether footings behave like rigid or a flexible?activenormalsupport request10 years 20 weeksajeet_08
www.sefindia.orgCONCRETE GIRDER DESIGNactivecriticalfeature request10 years 14 weeksask_salem
www.sefindia.orgModeling in staadactivenormaltask10 years 13 weeksssantoshreddy
www.sefindia.orgroof truss desginactivenormalsupport request10 years 10 weeksjameel
www.sefindia.orgInterview Questionsactivenormaltask10 years 6 weeksEngineer
www.sefindia.orgQuantity Calculation from Initial/ Final levelsactivenormaltask9 years 44 weekskadmathew
www.sefindia.orgsmaller beam discussionactivenormaltask10 years 3 weeksarotech
www.sefindia.orgTorsion & Bending in Steel Plate Girderactivenormalsupport request10 years 3 weeksrajesh sakhalikar
www.sefindia.orgModelling in Staad proactivenormalfeature request4 years 32 weeksNandy
www.sefindia.orgHow to apply a Shear Key & Function of Shear key iactivenormalsupport request9 years 51 weeksPragnesh
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