Issues for

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask11 years 36 weekservijayks
autocaddactivenormalfeature request11 years 23 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request11 years 17 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request11 years 16 weeksSCHWING Universal
core test jistificationactivenormalsupport request11 years 14 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request11 years 11 weeksajay1804
Depth of foundationactivenormalsupport request11 years 8 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request11 years 7 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request11 years 4 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 49 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request10 years 38 weekservijayks
coupled shear wallactivenormalsupport request10 years 31 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask10 years 28 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 28 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 21 weeksutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask10 years 17 weeks
base pressure in STAADactivecriticalsupport request10 years 17 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request10 years 16 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request10 years 13 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request10 years 13 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 12 weeks
Shear centre of the close box girderactivecriticalsupport request10 years 12 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask10 years 11 weeksbadamsundararao
concrete.activenormalfeature request10 years 8 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask9 years 50 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 49 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 48 weekssrini66
design of precast structureactivecriticalsupport request9 years 48 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 48 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask9 years 41 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 41 weeksdevendrabjoshi
pipe rackactivenormalsupport request9 years 41 weeks
whether footings behave like rigid or a flexible?activenormalsupport request9 years 39 weeksajeet_08
Standard Deviationactivecriticalsupport request9 years 36 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 33 weeksask_salem
Modeling in staadactivenormaltask9 years 33 weeksssantoshreddy
PhDactivenormalsupport request9 years 30 weeks
roof truss desginactivenormalsupport request9 years 29 weeksjameel
Interview Questionsactivenormaltask9 years 25 weeksEngineer
smaller beam discussionactivenormaltask9 years 23 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request9 years 22 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request9 years 18 weeksPragnesh
retaining wall toeactivenormalsupport request9 years 18 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request9 years 18 weeksshafeeque ahmad
Equiping selfactivenormaltask9 years 14 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask9 years 11 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request9 years 6 weeksRAHULGEHLOT2009
Column Designactivenormaltask9 years 6 weekspradeep_kumarr
adapt buildingactivenormalsupport request9 years 4 weeks
Triangular Tower Design (esolar)activecriticalsupport request8 years 52 weeksfazilat.zaidi
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