Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask12 years 10 weekservijayks
autocaddactivenormalfeature request11 years 48 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request11 years 42 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 42 weeksSCHWING Universal
core test jistificationactivenormalsupport request11 years 40 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 37 weeksajay1804
Depth of foundationactivenormalsupport request11 years 33 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 32 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request11 years 30 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report11 years 22 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request11 years 12 weekservijayks
coupled shear wallactivenormalsupport request11 years 4 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask11 years 2 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request11 years 1 weekkshijina
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 47 weeksutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask10 years 43 weeks
base pressure in STAADactivecriticalsupport request10 years 42 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 42 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 38 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request10 years 38 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 38 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 38 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 37 weeksbadamsundararao
concrete.activenormalfeature request10 years 33 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask10 years 23 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request10 years 22 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request10 years 22 weekssrini66
design of precast structureactivecriticalsupport request10 years 21 weeksmanieck2010
design of precast structureactivecriticalsupport request10 years 21 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask10 years 15 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request10 years 15 weeksdevendrabjoshi
pipe rackactivenormalsupport request10 years 14 weeks
whether footings behave like rigid or a flexible?activenormalsupport request10 years 13 weeksajeet_08
Standard Deviationactivecriticalsupport request10 years 10 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request10 years 7 weeksask_salem
Modeling in staadactivenormaltask10 years 6 weeksssantoshreddy
PhDactivenormalsupport request10 years 4 weeks
roof truss desginactivenormalsupport request10 years 3 weeksjameel
Interview Questionsactivenormaltask9 years 51 weeksEngineer
smaller beam discussionactivenormaltask9 years 48 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request9 years 48 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request9 years 43 weeksPragnesh
retaining wall toeactivenormalsupport request9 years 43 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request9 years 43 weeksshafeeque ahmad
Equiping selfactivenormaltask9 years 39 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask9 years 37 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 32 weeksRAHULGEHLOT2009
Column Designactivenormaltask9 years 32 weekspradeep_kumarr
adapt buildingactivenormalsupport request9 years 30 weeks
Triangular Tower Design (esolar)activecriticalsupport request9 years 25 weeksfazilat.zaidi
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