Issues for www.sefindia.org

SummaryStatusPriorityCategorysort iconLast updatedAssigned to
magic equation(r) for rcc rectangular columnactivecriticalbug report11 years 29 weeksraveeleo
Broken links in software sectionactivecriticalbug report9 years 8 weeks
SOFT STORY COLUMN DESIGNactivenormalbug report8 years 5 weeks
Modelling Issuesactivenormalbug report8 years 41 weeksnaman247
Left and Right Parts of the Menu are overridingactivecriticalbug report3 years 10 weeks
autocaddactivenormalfeature request12 years 3 weekssree_saraswata
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 48 weeksSCHWING Universal
Difference in cover for fire reistance in IS456 anactivecriticalfeature request11 years 8 weekskshijina
concrete.activenormalfeature request10 years 40 weeksjaisai202209
CONCRETE GIRDER DESIGNactivecriticalfeature request10 years 14 weeksask_salem
Modelling in Staad proactivenormalfeature request4 years 31 weeksNandy
sloped Roof reinforcement details...!activenormalfeature request9 years 26 weeks
M.E. PROJECTactivenormalfeature request9 years 25 weeksPALLAVI DESAI
mining equipmentactivenormalfeature request9 years 24 weeksHenan Kingman M...
Any boby can help for my final year project (Strucactivenormalfeature request9 years 3 weekslokeshm
Structural Status Investigations for Mullai Periyaactivecriticalfeature request8 years 36 weeksanitech
builtup section criteriaactivecriticalfeature request8 years 32 weeksanuj singh
IS codeactivenormalfeature request8 years 20 weeks
Modular ratio m for working stress design methodactivenormalfeature request8 years 2 weeksPADMAKANT
load combinationsactivenormalfeature request7 years 39 weeks
Poperties of Link Element for Modelling Masonry Waactivecriticalfeature request7 years 18 weeksMEET1291SHAH
High performance concreteactivenormalfeature request6 years 10 weeksBhaskarboya
3.5.5 clause is 800 2007 ( about crane lumping masactivenormalfeature request4 years 9 weeks
Mtech project topics related to concreteactivenormalfeature request4 years 9 weeks
Use of Fe 500 in Sismic Zone V activenormalsupport request11 years 18 weekservijayks
pipe rackactivenormalsupport request10 years 21 weeks
Selection od SBC for foundation in water upliftactivenormalsupport request11 years 1 weekutpal02
Standard Deviationactivecriticalsupport request10 years 16 weekscivilenggmink
PRECAST WALL ELEMENTSactivenormalsupport request11 years 49 weekssrini66
core test jistificationactivenormalsupport request11 years 47 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 43 weeksajay1804
Depth of foundationactivenormalsupport request11 years 40 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 39 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request11 years 37 weeksVels
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 45 weekssatyabhanuangirash
coupled shear wallactivenormalsupport request11 years 11 weeksmail2rahulgarg
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request10 years 21 weeksdevendrabjoshi
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 48 weekscozomoto
base pressure in STAADactivecriticalsupport request10 years 49 weeks
p-delta analysis in ETABSactivecriticalsupport request8 years 20 weeksrvshankar143
i need dridges construction tasks for primaveraactivenormalsupport request10 years 45 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 45 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 45 weeks
Sidesway Checkactivenormalsupport request9 years 50 weeksshafeeque ahmad
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 39 weeksRAHULGEHLOT2009
PhDactivenormalsupport request10 years 11 weeks
Analysis and design of Sloping slab and beamactivenormalsupport request10 years 29 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request10 years 28 weekssrini66
design of precast structureactivecriticalsupport request10 years 28 weeksmanieck2010
design of precast structureactivecriticalsupport request10 years 28 weeksmanieck2010
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