Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedAssigned tosort icon
Sensitivity of PUSHOVER Analysis to Design Parametactivenormaltask9 years 2 weeks
IS codeactivenormalfeature request8 years 27 weeks
Smart Google Search Tips - "Tall building"activenormaltask8 years 15 weeks
Design of RCC blast resistant Structureactivecriticalsupport request7 years 42 weeks
How to Minimize the deflection of structure under activenormalsupport request7 years 40 weeks
builtup section criteriaactivecriticalfeature request8 years 38 weeksanuj singh
Holes in beams regardingactivecriticaltask7 years 41 weeksAravinthakumar
smaller beam discussionactivenormaltask10 years 9 weeksarotech
CLEAR COVERactivecriticalsupport request6 years 47 weeksarrehman
Flat slab with shear connectoractivecriticalsupport request4 years 6 daysarti24
Role of Architectural drawing for Execution activenormalsupport request7 years 42 weeksarumugampb
Composite constructionactivenormalsupport request3 years 12 weeksarunkumark
CONCRETE GIRDER DESIGNactivecriticalfeature request10 years 20 weeksask_salem
Long Cantilever Beam Designactivenormalsupport request19 weeks 2 daysaswarth_narayan
IS 1893 code queryactivecriticaltask9 years 12 weeksaxmalhot
Stiffness at yield supportactivecriticaltask6 years 17 weeksbabin.sasi
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 50 weeksbadamsundararao
Overlaping footingactivecriticalsupport request9 years 29 weeksbharat_wagh
High performance concreteactivenormalfeature request6 years 16 weeksBhaskarboya
this is a support request regarding etabs. in the activenormalsupport request6 years 41 weeksbijay_gorain
Edge Beam in POST Tensioningactiveminortask10 years 36 weekscharmi.85
use of steel wraps in fibre Reinforced Concreteactivecriticalsupport request4 years 34 weeksChavanjai
Standard Deviationactivecriticalsupport request10 years 23 weekscivilenggmink
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request11 years 3 weekscozomoto
WIND TUNNEL RESULTS, HOW TO INPUT IN TO ETABSactivecriticalsupport request9 years 35 weeksdascapital78
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request10 years 27 weeksdevendrabjoshi
frame import staad to etabsactivenormalsupport request7 years 4 daysengg.venkat
Interview Questionsactivenormaltask10 years 11 weeksEngineer
Use of Fe 500 in Sismic Zone V activenormalsupport request11 years 25 weekservijayks
Poor Quality of Constructionactivenormaltask12 years 23 weekservijayks
Triangular Tower Design (esolar)activecriticalsupport request9 years 38 weeksfazilat.zaidi
PUNCHING CHECK OF ISOLATED FOOTING AS PER BSactivenormaltask8 years 19 weeksfindravi1
REQUST FOR STEEL DESIGN OF AN G+3 BUILDING , SOILCactivenormalsupport request3 years 48 weeksgande pranay sai
STRUCTURAL DESIGN APPLICATION COURSE ONLINE TRAINIactivenormalsupport request2 years 8 weeksgururayarassociates
Helideck designactivecriticalsupport request9 years 18 weeksgvcsekar
Allowable stresses in bent re-barsactivenormalsupport request6 years 10 weeksHasmagnolia
mining equipmentactivenormalfeature request9 years 30 weeksHenan Kingman M...
SFRC in grade slabactivecriticalsupport request9 years 23 weeksjai-vignesh
concrete.activenormalfeature request10 years 46 weeksjaisai202209
roof truss desginactivenormalsupport request10 years 16 weeksjameel
design of reinforced earthactivecriticaltask11 years 15 weeksJapan_shah
hinge properties in pushover analysisactivecriticaltask7 years 13 weeksjeetdesai
Quantity Calculation from Initial/ Final levelsactivenormaltask9 years 50 weekskadmathew
STADD SECONDARY BEAM ANLYSISactivenormalsupport request6 years 47 weekskambale001
Problem in Pile Foundationactivecriticalsupport request7 weeks 6 daysKannanBala
Depth of foundationactivenormalsupport request11 years 46 weekskartik
Design of Steel Chimneyactivecriticalsupport request9 years 23 weekskashif qureshi
regarding enhanced shear strengthactivenormaltask10 years 28 weekskprashanthkumar
Difference in cover for fire reistance in IS456 anactivecriticalfeature request11 years 14 weekskshijina
About Sefindiaactiveminortask7 years 50 weeksksk1912
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