Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask12 years 4 weekservijayks
autocaddactivenormalfeature request11 years 42 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request11 years 36 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 36 weeksSCHWING Universal
core test jistificationactivenormalsupport request11 years 34 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 31 weeksajay1804
Depth of foundationactivenormalsupport request11 years 27 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 26 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request11 years 24 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report11 years 16 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request11 years 6 weekservijayks
coupled shear wallactivenormalsupport request10 years 51 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask10 years 48 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 47 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 41 weeksutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask10 years 37 weeks
base pressure in STAADactivecriticalsupport request10 years 36 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 36 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 32 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request10 years 32 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 32 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 32 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 31 weeksbadamsundararao
concrete.activenormalfeature request10 years 27 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask10 years 17 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request10 years 16 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request10 years 16 weekssrini66
design of precast structureactivecriticalsupport request10 years 15 weeksmanieck2010
design of precast structureactivecriticalsupport request10 years 15 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask10 years 9 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request10 years 9 weeksdevendrabjoshi
pipe rackactivenormalsupport request10 years 8 weeks
whether footings behave like rigid or a flexible?activenormalsupport request10 years 7 weeksajeet_08
Standard Deviationactivecriticalsupport request10 years 4 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request10 years 1 weekask_salem
Modeling in staadactivenormaltask10 years 4 daysssantoshreddy
PhDactivenormalsupport request9 years 50 weeks
roof truss desginactivenormalsupport request9 years 49 weeksjameel
Interview Questionsactivenormaltask9 years 45 weeksEngineer
smaller beam discussionactivenormaltask9 years 42 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request9 years 42 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request9 years 37 weeksPragnesh
retaining wall toeactivenormalsupport request9 years 37 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request9 years 37 weeksshafeeque ahmad
Equiping selfactivenormaltask9 years 33 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask9 years 31 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 26 weeksRAHULGEHLOT2009
Column Designactivenormaltask9 years 26 weekspradeep_kumarr
adapt buildingactivenormalsupport request9 years 24 weeks
Triangular Tower Design (esolar)activecriticalsupport request9 years 19 weeksfazilat.zaidi
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