Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask12 years 17 weekservijayks
autocaddactivenormalfeature request12 years 3 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request11 years 49 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 48 weeksSCHWING Universal
core test jistificationactivenormalsupport request11 years 47 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 43 weeksajay1804
Depth of foundationactivenormalsupport request11 years 40 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 39 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request11 years 37 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report11 years 29 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request11 years 18 weekservijayks
coupled shear wallactivenormalsupport request11 years 11 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask11 years 8 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request11 years 8 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request11 years 1 weekutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask10 years 49 weeks
base pressure in STAADactivecriticalsupport request10 years 49 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 48 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 45 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request10 years 45 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 45 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 45 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 43 weeksbadamsundararao
concrete.activenormalfeature request10 years 40 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask10 years 30 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request10 years 29 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request10 years 28 weekssrini66
design of precast structureactivecriticalsupport request10 years 28 weeksmanieck2010
design of precast structureactivecriticalsupport request10 years 28 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask10 years 21 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request10 years 21 weeksdevendrabjoshi
pipe rackactivenormalsupport request10 years 21 weeks
whether footings behave like rigid or a flexible?activenormalsupport request10 years 19 weeksajeet_08
Standard Deviationactivecriticalsupport request10 years 16 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request10 years 14 weeksask_salem
Modeling in staadactivenormaltask10 years 13 weeksssantoshreddy
PhDactivenormalsupport request10 years 11 weeks
roof truss desginactivenormalsupport request10 years 10 weeksjameel
Interview Questionsactivenormaltask10 years 5 weeksEngineer
smaller beam discussionactivenormaltask10 years 3 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request10 years 3 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request9 years 50 weeksPragnesh
retaining wall toeactivenormalsupport request9 years 50 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request9 years 50 weeksshafeeque ahmad
Equiping selfactivenormaltask9 years 46 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask9 years 43 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 39 weeksRAHULGEHLOT2009
Column Designactivenormaltask9 years 39 weekspradeep_kumarr
adapt buildingactivenormalsupport request9 years 37 weeks
Triangular Tower Design (esolar)activecriticalsupport request9 years 32 weeksfazilat.zaidi
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