Issues for www.sefindia.org

SummaryStatusPriorityCategorysort iconLast updatedAssigned to
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 17 weeksraveeleo
Broken links in software sectionactivecriticalbug report7 years 47 weeks
SOFT STORY COLUMN DESIGNactivenormalbug report6 years 45 weeks
Modelling Issuesactivenormalbug report7 years 29 weeksnaman247
Left and Right Parts of the Menu are overridingactivecriticalbug report1 year 50 weeks
autocaddactivenormalfeature request10 years 43 weekssree_saraswata
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request10 years 36 weeksSCHWING Universal
Difference in cover for fire reistance in IS456 anactivecriticalfeature request9 years 47 weekskshijina
concrete.activenormalfeature request9 years 28 weeksjaisai202209
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 1 weekask_salem
Modelling in Staad proactivenormalfeature request3 years 19 weeksNandy
sloped Roof reinforcement details...!activenormalfeature request8 years 13 weeks
M.E. PROJECTactivenormalfeature request8 years 13 weeksPALLAVI DESAI
mining equipmentactivenormalfeature request8 years 11 weeksHenan Kingman M...
Any boby can help for my final year project (Strucactivenormalfeature request7 years 43 weekslokeshm
Structural Status Investigations for Mullai Periyaactivecriticalfeature request7 years 24 weeksanitech
builtup section criteriaactivecriticalfeature request7 years 20 weeksanuj singh
IS codeactivenormalfeature request7 years 8 weeks
Modular ratio m for working stress design methodactivenormalfeature request6 years 42 weeksPADMAKANT
load combinationsactivenormalfeature request6 years 27 weeks
Poperties of Link Element for Modelling Masonry Waactivecriticalfeature request6 years 6 weeksMEET1291SHAH
High performance concreteactivenormalfeature request4 years 50 weeksBhaskarboya
3.5.5 clause is 800 2007 ( about crane lumping masactivenormalfeature request2 years 49 weeks
Mtech project topics related to concreteactivenormalfeature request2 years 48 weeks
Use of Fe 500 in Sismic Zone V activenormalsupport request10 years 6 weekservijayks
pipe rackactivenormalsupport request9 years 9 weeks
Selection od SBC for foundation in water upliftactivenormalsupport request9 years 41 weeksutpal02
Standard Deviationactivecriticalsupport request9 years 4 weekscivilenggmink
PRECAST WALL ELEMENTSactivenormalsupport request10 years 36 weekssrini66
core test jistificationactivenormalsupport request10 years 34 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request10 years 31 weeksajay1804
Depth of foundationactivenormalsupport request10 years 28 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request10 years 27 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request10 years 24 weeksVels
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request9 years 33 weekssatyabhanuangirash
coupled shear wallactivenormalsupport request9 years 51 weeksmail2rahulgarg
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 9 weeksdevendrabjoshi
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request9 years 36 weekscozomoto
base pressure in STAADactivecriticalsupport request9 years 37 weeks
p-delta analysis in ETABSactivecriticalsupport request7 years 7 weeksrvshankar143
i need dridges construction tasks for primaveraactivenormalsupport request9 years 33 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 32 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 32 weeks
Sidesway Checkactivenormalsupport request8 years 38 weeksshafeeque ahmad
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request8 years 26 weeksRAHULGEHLOT2009
PhDactivenormalsupport request8 years 50 weeks
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 17 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 16 weekssrini66
design of precast structureactivecriticalsupport request9 years 15 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 15 weeksmanieck2010
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