Issues for www.sefindia.org

Summarysort iconStatusPriorityCategoryLast updatedAssigned to
Difference in cover for fire reistance in IS456 anactivecriticalfeature request11 years 14 weekskshijina
earth quake loading in staad proactivenormalsupport request8 years 41 weekssharma_nandkumar
Earth quake Provision in masonry structuresactivenormaltask5 years 41 weeks
Edge Beam in POST Tensioningactiveminortask10 years 36 weekscharmi.85
Embedment Length for Structural Member.activenormalsupport request8 years 42 weeksrajesh sakhalikar
Equiping selfactivenormaltask10 years 4 days
Etabs Design Issueactivecriticalsupport request7 years 43 weeksncclerp
excel spreadsheet for steel column IS800-2007activecriticalsupport request8 years 48 weeksraheem
Extension of GF floor slab and its connectionactiveminorsupport request1 year 7 weeksvkaroshi
facing a difficulty to write an abstractactivecriticalsupport request9 years 12 weeksnaveen_soppy
Flat slab design with earthquake forcesactivecriticalsupport request8 years 19 weeksrahularch1987
Flat slab with shear connectoractivecriticalsupport request4 years 6 daysarti24
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request11 years 3 weekscozomoto
FOOTOVER BRIDGE DESIGNactivecriticalsupport request7 years 28 weeksprajapati.guru
frame import staad to etabsactivenormalsupport request7 years 4 daysengg.venkat
frame spacibg ratio as per IS 875 (3)activecriticalsupport request8 years 5 weekssikander_ld
Grade of Concrete of collapsed structureactivenormalsupport request9 years 10 weekspankaj.bhakkad
Gravity wall design using staad proactivecriticaltask7 years 51 weeksrajiv_bhagat
Helideck designactivecriticalsupport request9 years 18 weeksgvcsekar
High performance concreteactivenormalfeature request6 years 16 weeksBhaskarboya
hinge properties in pushover analysisactivecriticaltask7 years 13 weeksjeetdesai
Holes in beams regardingactivecriticaltask7 years 41 weeksAravinthakumar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request10 years 4 weeksPragnesh
How to Minimize the deflection of structure under activenormalsupport request7 years 40 weeks
i need dridges construction tasks for primaveraactivenormalsupport request10 years 51 weeks
Indonesian Codes Requiredactivecriticalsupport request7 years 6 weekssharmasaur
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 50 weeksbadamsundararao
International Conference activenormaltask6 years 15 weeks
International Oppertunities for Structural Engineeactivenormaltask9 years 37 weeks
Interview Questionsactivenormaltask10 years 11 weeksEngineer
IS 12894-2002activenormalsupport request8 years 7 weekspranesh96
IS 1893 code queryactivecriticaltask9 years 12 weeksaxmalhot
IS codeactivenormalfeature request8 years 27 weeks
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 45 weeksRAHULGEHLOT2009
Left and Right Parts of the Menu are overridingactivecriticalbug report3 years 16 weeks
live load reductionactivecriticalsupport request7 years 40 weeksspanigrahi24
load combinationsactivenormalfeature request7 years 45 weeks
Long Cantilever Beam Designactivenormalsupport request19 weeks 2 daysaswarth_narayan
Lower soil N-valueactivenormalsupport request8 years 34 weeks
M.E Structural Engineering Project Topicsactivecriticalsupport request3 years 8 weeksOppong_Goodenou...
M.E. PROJECTactivenormalfeature request9 years 32 weeksPALLAVI DESAI
magic equation(r) for rcc rectangular columnactivecriticalbug report11 years 35 weeksraveeleo
Manual Design of column and Etab Column Designactivenormalsupport request1 year 8 weeksmadhu.je
Measurement of bend dimension for stirrups and linactivecriticalsupport request7 years 33 weeksvijayaragavan
MIN WIDTH OF CONCRETE BEAMactivecriticalsupport request8 years 40 weekssikander_ld
mining equipmentactivenormalfeature request9 years 30 weeksHenan Kingman M...
MIvan Structure activecriticalsupport request6 years 40 weekssrini66
MIvan Structure activecriticalsupport request6 years 40 weekssrini66
Modeling in staadactivenormaltask10 years 19 weeksssantoshreddy
Modelling in Staad proactivenormalfeature request4 years 38 weeksNandy
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