Issues for www.sefindia.org

SummaryStatusPrioritysort iconCategoryLast updatedAssigned to
Left and Right Parts of the Menu are overridingactivecriticalbug report2 years 4 weeks
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 23 weeksraveeleo
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask9 years 38 weeksbadamsundararao
Slab Designactivecriticaltask2 years 25 weeksmadhisefi
Shear centre of the close box girderactivecriticalsupport request9 years 39 weeks
ULS check as per IS 1893-2014 (Part 4)activecriticalsupport request2 years 31 weekssiddubanagar
Technical Query- Clarification Required.activecriticalsupport request10 years 31 weeksVels
Shear centre of the close box girderactivecriticalsupport request9 years 39 weeks
Torsional crack(ACI Code)activecriticaltask2 years 34 weeksshailendra_rathore
p-delta analysis in ETABSactivecriticalsupport request7 years 14 weeksrvshankar143
design of reinforced earthactivecriticaltask10 years 3 weeksJapan_shah
Flat slab with shear connectoractivecriticalsupport request2 years 41 weeksarti24
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request9 years 43 weekscozomoto
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 2 weekskshijina
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 23 weekssrini66
base pressure in STAADactivecriticalsupport request9 years 43 weeks
MIvan Structure activecriticalsupport request5 years 28 weekssrini66
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 8 weeksask_salem
Standard Deviationactivecriticalsupport request9 years 11 weekscivilenggmink
block foundation....activecriticalsupport request8 years 5 weekssureshbabu
M.E Structural Engineering Project Topicsactivecriticalsupport request1 year 48 weeksOppong_Goodenou...
Silo Designactivecriticalsupport request4 years 19 weeksrahul_sharma
design of precast structureactivecriticalsupport request9 years 22 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 22 weeksmanieck2010
How to Minimize the deflection of structure under activenormalsupport request6 years 28 weeks
Boundary Element Design In etabs Model activenormalsupport request20 weeks 5 daysMaulik Hothi
Project thesisactivenormalsupport request23 weeks 5 days
Research project topics activenormalsupport request24 weeks 4 daysNakulkabra96
Role of Architectural drawing for Execution activenormalsupport request6 years 30 weeksarumugampb
load combinationsactivenormalfeature request6 years 33 weeks
slab designactivenormaltask2 years 33 weeksyasin altay
STRUCTURAL DESIGN APPLICATION COURSE ONLINE TRAINIactivenormalsupport request48 weeks 2 daysgururayarassociates
Composite constructionactivenormalsupport request2 years 5 daysarunkumark
Time requirement for Overhead Water Tankactivenormalsupport request1 year 11 weeksmainak.mallik
High performance concreteactivenormalfeature request5 years 5 weeksBhaskarboya
building costructed on sloping groundactivenormalsupport request6 years 11 weeks
Comparative study of typical R.C. building using Iactivenormalsupport request6 years 12 weeks
this is a support request regarding etabs. in the activenormalsupport request5 years 29 weeksbijay_gorain
Blast Analysisactivenormalsupport request4 years 2 weekspriyatham
International Conference activenormaltask5 years 3 weeks
BUTTRESS RETAINING WALLactivenormaltask4 years 38 weeks
Allowable stresses in bent re-barsactivenormalsupport request4 years 50 weeksHasmagnolia
BUTTRESS RETAINING WALLactivenormaltask4 years 38 weeks
BUTTRESS RETAINING WALLactivenormaltask4 years 38 weeks
BUTTRESS RETAINING WALLactivenormaltask4 years 38 weeks
Design of combined footing for four randomly positactivenormaltask4 years 41 weeks
Regarding cooling tower on RCC activenormaltask3 years 32 weeks
Earth quake Provision in masonry structuresactivenormaltask4 years 29 weeks
3.5.5 clause is 800 2007 ( about crane lumping masactivenormalfeature request3 years 4 weeks
REQUST FOR STEEL DESIGN OF AN G+3 BUILDING , SOILCactivenormalsupport request2 years 36 weeksgande pranay sai
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