Issues for www.sefindia.org

SummaryStatusPriorityCategorysort iconLast updatedAssigned to
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 30 weeksraveeleo
Broken links in software sectionactivecriticalbug report8 years 9 weeks
SOFT STORY COLUMN DESIGNactivenormalbug report7 years 6 weeks
Modelling Issuesactivenormalbug report7 years 42 weeksnaman247
Left and Right Parts of the Menu are overridingactivecriticalbug report2 years 11 weeks
autocaddactivenormalfeature request11 years 4 weekssree_saraswata
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request10 years 49 weeksSCHWING Universal
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 9 weekskshijina
concrete.activenormalfeature request9 years 41 weeksjaisai202209
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 15 weeksask_salem
Modelling in Staad proactivenormalfeature request3 years 33 weeksNandy
sloped Roof reinforcement details...!activenormalfeature request8 years 27 weeks
M.E. PROJECTactivenormalfeature request8 years 27 weeksPALLAVI DESAI
mining equipmentactivenormalfeature request8 years 25 weeksHenan Kingman M...
Any boby can help for my final year project (Strucactivenormalfeature request8 years 5 weekslokeshm
Structural Status Investigations for Mullai Periyaactivecriticalfeature request7 years 38 weeksanitech
builtup section criteriaactivecriticalfeature request7 years 33 weeksanuj singh
IS codeactivenormalfeature request7 years 22 weeks
Modular ratio m for working stress design methodactivenormalfeature request7 years 3 weeksPADMAKANT
load combinationsactivenormalfeature request6 years 40 weeks
Poperties of Link Element for Modelling Masonry Waactivecriticalfeature request6 years 20 weeksMEET1291SHAH
High performance concreteactivenormalfeature request5 years 11 weeksBhaskarboya
3.5.5 clause is 800 2007 ( about crane lumping masactivenormalfeature request3 years 11 weeks
Mtech project topics related to concreteactivenormalfeature request3 years 10 weeks
Use of Fe 500 in Sismic Zone V activenormalsupport request10 years 20 weekservijayks
pipe rackactivenormalsupport request9 years 22 weeks
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 2 weeksutpal02
Standard Deviationactivecriticalsupport request9 years 18 weekscivilenggmink
PRECAST WALL ELEMENTSactivenormalsupport request10 years 50 weekssrini66
core test jistificationactivenormalsupport request10 years 48 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request10 years 44 weeksajay1804
Depth of foundationactivenormalsupport request10 years 41 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request10 years 40 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request10 years 38 weeksVels
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request9 years 46 weekssatyabhanuangirash
coupled shear wallactivenormalsupport request10 years 12 weeksmail2rahulgarg
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 22 weeksdevendrabjoshi
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request9 years 50 weekscozomoto
base pressure in STAADactivecriticalsupport request9 years 50 weeks
p-delta analysis in ETABSactivecriticalsupport request7 years 21 weeksrvshankar143
i need dridges construction tasks for primaveraactivenormalsupport request9 years 46 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 46 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 46 weeks
Sidesway Checkactivenormalsupport request8 years 51 weeksshafeeque ahmad
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request8 years 40 weeksRAHULGEHLOT2009
PhDactivenormalsupport request9 years 12 weeks
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 30 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 30 weekssrini66
design of precast structureactivecriticalsupport request9 years 29 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 29 weeksmanieck2010
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