Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask12 years 24 weekservijayks
autocaddactivenormalfeature request12 years 10 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request12 years 4 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request12 years 3 weeksSCHWING Universal
core test jistificationactivenormalsupport request12 years 2 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 50 weeksajay1804
Depth of foundationactivenormalsupport request11 years 47 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 46 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request11 years 44 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report11 years 36 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request11 years 25 weekservijayks
coupled shear wallactivenormalsupport request11 years 18 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask11 years 16 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request11 years 15 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request11 years 8 weeksutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask11 years 4 weeks
base pressure in STAADactivecriticalsupport request11 years 4 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request11 years 3 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request11 years 3 dayssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request11 years 3 days
Shear centre of the close box girderactivecriticalsupport request11 years 19 hours
Shear centre of the close box girderactivecriticalsupport request11 years 18 hours
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 51 weeksbadamsundararao
concrete.activenormalfeature request10 years 47 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask10 years 37 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request10 years 36 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request10 years 35 weekssrini66
design of precast structureactivecriticalsupport request10 years 35 weeksmanieck2010
design of precast structureactivecriticalsupport request10 years 35 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask10 years 29 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request10 years 28 weeksdevendrabjoshi
pipe rackactivenormalsupport request10 years 28 weeks
whether footings behave like rigid or a flexible?activenormalsupport request10 years 26 weeksajeet_08
Standard Deviationactivecriticalsupport request10 years 23 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request10 years 21 weeksask_salem
Modeling in staadactivenormaltask10 years 20 weeksssantoshreddy
PhDactivenormalsupport request10 years 18 weeks
roof truss desginactivenormalsupport request10 years 17 weeksjameel
Interview Questionsactivenormaltask10 years 12 weeksEngineer
smaller beam discussionactivenormaltask10 years 10 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request10 years 10 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request10 years 5 weeksPragnesh
retaining wall toeactivenormalsupport request10 years 5 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request10 years 5 weeksshafeeque ahmad
Equiping selfactivenormaltask10 years 1 week
Quantity Calculation from Initial/ Final levelsactivenormaltask9 years 50 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 46 weeksRAHULGEHLOT2009
Column Designactivenormaltask9 years 46 weekspradeep_kumarr
adapt buildingactivenormalsupport request9 years 44 weeks
Triangular Tower Design (esolar)activecriticalsupport request9 years 39 weeksfazilat.zaidi
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