Issues for www.sefindia.org

SummaryStatusPriorityCategorysort iconLast updatedAssigned to
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 49 weeksraveeleo
Broken links in software sectionactivecriticalbug report8 years 28 weeks
SOFT STORY COLUMN DESIGNactivenormalbug report7 years 25 weeks
Modelling Issuesactivenormalbug report8 years 9 weeksnaman247
Left and Right Parts of the Menu are overridingactivecriticalbug report2 years 30 weeks
autocaddactivenormalfeature request11 years 23 weekssree_saraswata
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 16 weeksSCHWING Universal
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 28 weekskshijina
concrete.activenormalfeature request10 years 8 weeksjaisai202209
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 33 weeksask_salem
Modelling in Staad proactivenormalfeature request3 years 51 weeksNandy
sloped Roof reinforcement details...!activenormalfeature request8 years 46 weeks
M.E. PROJECTactivenormalfeature request8 years 45 weeksPALLAVI DESAI
mining equipmentactivenormalfeature request8 years 44 weeksHenan Kingman M...
Any boby can help for my final year project (Strucactivenormalfeature request8 years 23 weekslokeshm
Structural Status Investigations for Mullai Periyaactivecriticalfeature request8 years 4 weeksanitech
builtup section criteriaactivecriticalfeature request8 years 2 daysanuj singh
IS codeactivenormalfeature request7 years 40 weeks
Modular ratio m for working stress design methodactivenormalfeature request7 years 22 weeksPADMAKANT
load combinationsactivenormalfeature request7 years 7 weeks
Poperties of Link Element for Modelling Masonry Waactivecriticalfeature request6 years 38 weeksMEET1291SHAH
High performance concreteactivenormalfeature request5 years 30 weeksBhaskarboya
3.5.5 clause is 800 2007 ( about crane lumping masactivenormalfeature request3 years 29 weeks
Mtech project topics related to concreteactivenormalfeature request3 years 28 weeks
Use of Fe 500 in Sismic Zone V activenormalsupport request10 years 38 weekservijayks
pipe rackactivenormalsupport request9 years 41 weeks
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 21 weeksutpal02
Standard Deviationactivecriticalsupport request9 years 36 weekscivilenggmink
PRECAST WALL ELEMENTSactivenormalsupport request11 years 17 weekssrini66
core test jistificationactivenormalsupport request11 years 14 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 11 weeksajay1804
Depth of foundationactivenormalsupport request11 years 8 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 7 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request11 years 4 weeksVels
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 13 weekssatyabhanuangirash
coupled shear wallactivenormalsupport request10 years 31 weeksmail2rahulgarg
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 41 weeksdevendrabjoshi
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 16 weekscozomoto
base pressure in STAADactivecriticalsupport request10 years 17 weeks
p-delta analysis in ETABSactivecriticalsupport request7 years 40 weeksrvshankar143
i need dridges construction tasks for primaveraactivenormalsupport request10 years 13 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 12 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 12 weeks
Sidesway Checkactivenormalsupport request9 years 18 weeksshafeeque ahmad
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 6 weeksRAHULGEHLOT2009
PhDactivenormalsupport request9 years 30 weeks
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 49 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 48 weekssrini66
design of precast structureactivecriticalsupport request9 years 48 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 48 weeksmanieck2010
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