Issues for

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask11 years 18 weekservijayks
autocaddactivenormalfeature request11 years 4 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request10 years 50 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request10 years 50 weeksSCHWING Universal
core test jistificationactivenormalsupport request10 years 48 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request10 years 45 weeksajay1804
Depth of foundationactivenormalsupport request10 years 41 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request10 years 40 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request10 years 38 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 30 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request10 years 20 weekservijayks
coupled shear wallactivenormalsupport request10 years 12 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask10 years 10 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 9 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 3 weeksutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask9 years 51 weeks
base pressure in STAADactivecriticalsupport request9 years 50 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request9 years 50 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request9 years 46 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request9 years 46 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 46 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 46 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask9 years 45 weeksbadamsundararao
concrete.activenormalfeature request9 years 41 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask9 years 31 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 30 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 30 weekssrini66
design of precast structureactivecriticalsupport request9 years 29 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 29 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask9 years 23 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 23 weeksdevendrabjoshi
pipe rackactivenormalsupport request9 years 22 weeks
whether footings behave like rigid or a flexible?activenormalsupport request9 years 21 weeksajeet_08
Standard Deviationactivecriticalsupport request9 years 18 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 15 weeksask_salem
Modeling in staadactivenormaltask9 years 14 weeksssantoshreddy
PhDactivenormalsupport request9 years 12 weeks
roof truss desginactivenormalsupport request9 years 11 weeksjameel
Interview Questionsactivenormaltask9 years 7 weeksEngineer
smaller beam discussionactivenormaltask9 years 4 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request9 years 4 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request8 years 52 weeksPragnesh
retaining wall toeactivenormalsupport request8 years 51 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request8 years 51 weeksshafeeque ahmad
Equiping selfactivenormaltask8 years 47 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask8 years 45 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request8 years 40 weeksRAHULGEHLOT2009
Column Designactivenormaltask8 years 40 weekspradeep_kumarr
adapt buildingactivenormalsupport request8 years 38 weeks
Triangular Tower Design (esolar)activecriticalsupport request8 years 33 weeksfazilat.zaidi
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