Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
wind load coeff. for intermediate walls.activenormalsupport request11 weeks 6 days
wind load coeff. for intermediate walls.activenormalsupport request11 weeks 6 days
wind load coeff. for intermediate walls.activenormalsupport request11 weeks 6 days
IRC SP 114 2018activecriticalsupport request13 weeks 3 days
STAAD PRO SUPPORT DISPLACEMENT VALUEactivenormalsupport request28 weeks 4 daysuct
Slab Designactivecriticaltask29 weeks 12 hoursmadhisefi
Long Cantilever Beam Designactivenormalsupport request29 weeks 12 hoursaswarth_narayan
Problem in Pile Foundationactivecriticalsupport request29 weeks 13 hoursKannanBala
street light pole foundation design activenormalsupport request29 weeks 13 hours
culvertactivenormaltask1 year 26 weeks
Wind turbine foundation loadactivenormalsupport request1 year 28 weeks
Extension of GF floor slab and its connectionactiveminorsupport request1 year 40 weeksvkaroshi
Manual Design of column and Etab Column Designactivenormalsupport request1 year 41 weeksmadhu.je
Boundary Element Design In etabs Model activenormalsupport request2 years 13 weeksMaulik Hothi
Project thesisactivenormalsupport request2 years 16 weeks
Research project topics activenormalsupport request2 years 17 weeksNakulkabra96
PEb footing excel shhetactivecriticaltask2 years 19 weeks
STRUCTURAL DESIGN APPLICATION COURSE ONLINE TRAINIactivenormalsupport request2 years 41 weeksgururayarassociates
Time requirement for Overhead Water Tankactivenormalsupport request3 years 4 weeksmainak.mallik
Structural Design consultant companyactivenormalsupport request3 years 38 weeksNEEL SHAH
M.E Structural Engineering Project Topicsactivecriticalsupport request3 years 41 weeksOppong_Goodenou...
Composite constructionactivenormalsupport request3 years 45 weeksarunkumark
Left and Right Parts of the Menu are overridingactivecriticalbug report3 years 49 weeks
ULS check as per IS 1893-2014 (Part 4)activecriticalsupport request4 years 24 weekssiddubanagar
slab designactivenormaltask4 years 26 weeksyasin altay
Torsional crack(ACI Code)activecriticaltask4 years 27 weeksshailendra_rathore
REQUST FOR STEEL DESIGN OF AN G+3 BUILDING , SOILCactivenormalsupport request4 years 29 weeksgande pranay sai
Flat slab with shear connectoractivecriticalsupport request4 years 34 weeksarti24
Which type of staircase is preferable for frame stactivenormalsupport request4 years 38 weeks
Design of single angle as per IS 800 and AISC 360-activenormaltask4 years 44 weeks
Mtech project topics related to concreteactivenormalfeature request4 years 48 weeks
3.5.5 clause is 800 2007 ( about crane lumping masactivenormalfeature request4 years 49 weeks
use of steel wraps in fibre Reinforced Concreteactivecriticalsupport request5 years 15 weeksChavanjai
Slab Column Junction Concrete Gradeactivecriticalsupport request5 years 17 weekssajjadzaheer
Modelling in Staad proactivenormalfeature request5 years 19 weeksNandy
Regarding cooling tower on RCC activenormaltask5 years 25 weeks
Blast Analysisactivenormalsupport request5 years 47 weekspriyatham
Silo Designactivecriticalsupport request6 years 11 weeksrahul_sharma
Earth quake Provision in masonry structuresactivenormaltask6 years 22 weeks
BUTTRESS RETAINING WALLactivenormaltask6 years 30 weeks
BUTTRESS RETAINING WALLactivenormaltask6 years 30 weeks
BUTTRESS RETAINING WALLactivenormaltask6 years 30 weeks
BUTTRESS RETAINING WALLactivenormaltask6 years 30 weeks
BUTTRESS RETAINING WALLactivenormaltask6 years 30 weeks
Design of combined footing for four randomly positactivenormaltask6 years 33 weeks
Design of steel beam and column as per IS800-2007activenormalsupport request6 years 38 weeksaditya_pradhan
Requisition for Questionnaire Reply-Reg Date:22/1activecriticalsupport request6 years 38 weekssharmila_saravanan
QUERRY ON WATER TANK FEM RESULTS OF STAADactivecriticalsupport request6 years 40 weeksvilas.bhuwad88
Allowable stresses in bent re-barsactivenormalsupport request6 years 43 weeksHasmagnolia
International Conference activenormaltask6 years 48 weeks
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