Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask11 years 3 weekservijayks
autocaddactivenormalfeature request10 years 42 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request10 years 36 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request10 years 35 weeksSCHWING Universal
core test jistificationactivenormalsupport request10 years 34 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request10 years 30 weeksajay1804
Depth of foundationactivenormalsupport request10 years 27 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request10 years 26 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request10 years 23 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 16 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request10 years 5 weekservijayks
coupled shear wallactivenormalsupport request9 years 50 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask9 years 47 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request9 years 47 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request9 years 40 weeksutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask9 years 36 weeks
base pressure in STAADactivecriticalsupport request9 years 36 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request9 years 35 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request9 years 32 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request9 years 32 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 31 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 31 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask9 years 30 weeksbadamsundararao
concrete.activenormalfeature request9 years 27 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask9 years 17 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 16 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 15 weekssrini66
design of precast structureactivecriticalsupport request9 years 15 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 15 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask9 years 8 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 8 weeksdevendrabjoshi
pipe rackactivenormalsupport request9 years 8 weeks
whether footings behave like rigid or a flexible?activenormalsupport request9 years 6 weeksajeet_08
Standard Deviationactivecriticalsupport request9 years 3 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 6 daysask_salem
Modeling in staadactivenormaltask9 years 1 dayssantoshreddy
PhDactivenormalsupport request8 years 50 weeks
roof truss desginactivenormalsupport request8 years 49 weeksjameel
Interview Questionsactivenormaltask8 years 44 weeksEngineer
smaller beam discussionactivenormaltask8 years 42 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request8 years 42 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request8 years 37 weeksPragnesh
retaining wall toeactivenormalsupport request8 years 37 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request8 years 37 weeksshafeeque ahmad
Equiping selfactivenormaltask8 years 33 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask8 years 30 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request8 years 25 weeksRAHULGEHLOT2009
Column Designactivenormaltask8 years 25 weekspradeep_kumarr
adapt buildingactivenormalsupport request8 years 24 weeks
Triangular Tower Design (esolar)activecriticalsupport request8 years 19 weeksfazilat.zaidi
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