Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask11 years 27 weekservijayks
autocaddactivenormalfeature request11 years 13 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request11 years 7 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 6 weeksSCHWING Universal
core test jistificationactivenormalsupport request11 years 5 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 1 weekajay1804
Depth of foundationactivenormalsupport request10 years 50 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request10 years 49 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request10 years 47 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 39 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request10 years 28 weekservijayks
coupled shear wallactivenormalsupport request10 years 21 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask10 years 19 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 18 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 11 weeksutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask10 years 7 weeks
base pressure in STAADactivecriticalsupport request10 years 7 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 6 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 3 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request10 years 3 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 3 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 3 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 1 weekbadamsundararao
concrete.activenormalfeature request9 years 50 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask9 years 40 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 39 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 38 weekssrini66
design of precast structureactivecriticalsupport request9 years 38 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 38 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask9 years 32 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 31 weeksdevendrabjoshi
pipe rackactivenormalsupport request9 years 31 weeks
whether footings behave like rigid or a flexible?activenormalsupport request9 years 29 weeksajeet_08
Standard Deviationactivecriticalsupport request9 years 26 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 24 weeksask_salem
Modeling in staadactivenormaltask9 years 23 weeksssantoshreddy
PhDactivenormalsupport request9 years 21 weeks
roof truss desginactivenormalsupport request9 years 20 weeksjameel
Interview Questionsactivenormaltask9 years 15 weeksEngineer
smaller beam discussionactivenormaltask9 years 13 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request9 years 13 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request9 years 8 weeksPragnesh
retaining wall toeactivenormalsupport request9 years 8 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request9 years 8 weeksshafeeque ahmad
Equiping selfactivenormaltask9 years 4 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask9 years 1 weekkadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request8 years 49 weeksRAHULGEHLOT2009
Column Designactivenormaltask8 years 49 weekspradeep_kumarr
adapt buildingactivenormalsupport request8 years 47 weeks
Triangular Tower Design (esolar)activecriticalsupport request8 years 42 weeksfazilat.zaidi
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