Issues for www.sefindia.org

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask10 years 48 weekservijayks
autocaddactivenormalfeature request10 years 34 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request10 years 28 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request10 years 27 weeksSCHWING Universal
core test jistificationactivenormalsupport request10 years 26 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request10 years 22 weeksajay1804
Depth of foundationactivenormalsupport request10 years 19 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request10 years 18 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request10 years 15 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 8 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request9 years 49 weekservijayks
coupled shear wallactivenormalsupport request9 years 42 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask9 years 39 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request9 years 39 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request9 years 32 weeksutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask9 years 28 weeks
base pressure in STAADactivecriticalsupport request9 years 28 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request9 years 27 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request9 years 24 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request9 years 24 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 23 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 23 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask9 years 22 weeksbadamsundararao
concrete.activenormalfeature request9 years 19 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask9 years 9 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 8 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 7 weekssrini66
design of precast structureactivecriticalsupport request9 years 7 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 7 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask9 years 5 dayskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 3 daysdevendrabjoshi
pipe rackactivenormalsupport request9 years 2 days
whether footings behave like rigid or a flexible?activenormalsupport request8 years 50 weeksajeet_08
Standard Deviationactivecriticalsupport request8 years 47 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request8 years 45 weeksask_salem
Modeling in staadactivenormaltask8 years 44 weeksssantoshreddy
PhDactivenormalsupport request8 years 42 weeks
roof truss desginactivenormalsupport request8 years 41 weeksjameel
Interview Questionsactivenormaltask8 years 36 weeksEngineer
smaller beam discussionactivenormaltask8 years 34 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request8 years 34 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request8 years 29 weeksPragnesh
retaining wall toeactivenormalsupport request8 years 29 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request8 years 29 weeksshafeeque ahmad
Equiping selfactivenormaltask8 years 25 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask8 years 22 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request8 years 17 weeksRAHULGEHLOT2009
Column Designactivenormaltask8 years 17 weekspradeep_kumarr
adapt buildingactivenormalsupport request8 years 15 weeks
Triangular Tower Design (esolar)activecriticalsupport request8 years 11 weeksfazilat.zaidi
Syndicate content #