Issues for www.sefindia.org

SummaryStatusPriorityCategorysort iconLast updatedAssigned to
magic equation(r) for rcc rectangular columnactivecriticalbug report11 years 16 weeksraveeleo
Broken links in software sectionactivecriticalbug report8 years 47 weeks
SOFT STORY COLUMN DESIGNactivenormalbug report7 years 44 weeks
Modelling Issuesactivenormalbug report8 years 29 weeksnaman247
Left and Right Parts of the Menu are overridingactivecriticalbug report2 years 49 weeks
autocaddactivenormalfeature request11 years 42 weekssree_saraswata
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 36 weeksSCHWING Universal
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 47 weekskshijina
concrete.activenormalfeature request10 years 27 weeksjaisai202209
CONCRETE GIRDER DESIGNactivecriticalfeature request10 years 1 weekask_salem
Modelling in Staad proactivenormalfeature request4 years 19 weeksNandy
sloped Roof reinforcement details...!activenormalfeature request9 years 13 weeks
M.E. PROJECTactivenormalfeature request9 years 13 weeksPALLAVI DESAI
mining equipmentactivenormalfeature request9 years 11 weeksHenan Kingman M...
Any boby can help for my final year project (Strucactivenormalfeature request8 years 43 weekslokeshm
Structural Status Investigations for Mullai Periyaactivecriticalfeature request8 years 24 weeksanitech
builtup section criteriaactivecriticalfeature request8 years 20 weeksanuj singh
IS codeactivenormalfeature request8 years 8 weeks
Modular ratio m for working stress design methodactivenormalfeature request7 years 41 weeksPADMAKANT
load combinationsactivenormalfeature request7 years 26 weeks
Poperties of Link Element for Modelling Masonry Waactivecriticalfeature request7 years 6 weeksMEET1291SHAH
High performance concreteactivenormalfeature request5 years 50 weeksBhaskarboya
3.5.5 clause is 800 2007 ( about crane lumping masactivenormalfeature request3 years 49 weeks
Mtech project topics related to concreteactivenormalfeature request3 years 48 weeks
Use of Fe 500 in Sismic Zone V activenormalsupport request11 years 6 weekservijayks
pipe rackactivenormalsupport request10 years 8 weeks
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 41 weeksutpal02
Standard Deviationactivecriticalsupport request10 years 4 weekscivilenggmink
PRECAST WALL ELEMENTSactivenormalsupport request11 years 36 weekssrini66
core test jistificationactivenormalsupport request11 years 34 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 31 weeksajay1804
Depth of foundationactivenormalsupport request11 years 27 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 26 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request11 years 24 weeksVels
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 32 weekssatyabhanuangirash
coupled shear wallactivenormalsupport request10 years 51 weeksmail2rahulgarg
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request10 years 9 weeksdevendrabjoshi
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 36 weekscozomoto
base pressure in STAADactivecriticalsupport request10 years 36 weeks
p-delta analysis in ETABSactivecriticalsupport request8 years 7 weeksrvshankar143
i need dridges construction tasks for primaveraactivenormalsupport request10 years 32 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 32 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 32 weeks
Sidesway Checkactivenormalsupport request9 years 37 weeksshafeeque ahmad
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 26 weeksRAHULGEHLOT2009
PhDactivenormalsupport request9 years 50 weeks
Analysis and design of Sloping slab and beamactivenormalsupport request10 years 16 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request10 years 16 weekssrini66
design of precast structureactivecriticalsupport request10 years 15 weeksmanieck2010
design of precast structureactivecriticalsupport request10 years 15 weeksmanieck2010
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