Issues for

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
Poor Quality of Constructionactivenormaltask11 years 17 weekservijayks
autocaddactivenormalfeature request11 years 3 weekssree_saraswata
PRECAST WALL ELEMENTSactivenormalsupport request10 years 49 weekssrini66
Development Use of Foamed Concrete bldg . blocksactivenormalfeature request10 years 49 weeksSCHWING Universal
core test jistificationactivenormalsupport request10 years 47 weeksanil102
Design of large Cantilevers in seismic zone Iv andactivenormalsupport request10 years 44 weeksajay1804
Depth of foundationactivenormalsupport request10 years 40 weekskartik
Bending Moment Diagram in Staad for Seismic Load cactivenormalsupport request10 years 39 weeksambrish
Technical Query- Clarification Required.activecriticalsupport request10 years 37 weeksVels
magic equation(r) for rcc rectangular columnactivecriticalbug report10 years 29 weeksraveeleo
Use of Fe 500 in Sismic Zone V activenormalsupport request10 years 19 weekservijayks
coupled shear wallactivenormalsupport request10 years 11 weeksmail2rahulgarg
design of reinforced earthactivecriticaltask10 years 9 weeksJapan_shah
Difference in cover for fire reistance in IS456 anactivecriticalfeature request10 years 8 weekskshijina
Selection od SBC for foundation in water upliftactivenormalsupport request10 years 1 weekutpal02
Ten Tips for Evaluating a Home Builderactivenormaltask9 years 50 weeks
base pressure in STAADactivecriticalsupport request9 years 49 weeks
Flextural steel designed by SAFE 12 program issueactivecriticalsupport request9 years 49 weekscozomoto
Design of a 5 span @ 8 m c/c solid slab bridge, whactivenormalsupport request9 years 45 weekssatyabhanuangirash
i need dridges construction tasks for primaveraactivenormalsupport request9 years 45 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 45 weeks
Shear centre of the close box girderactivecriticalsupport request9 years 45 weeks
INFORMATION AND LITERATURE ON S I F C O N. activecriticaltask9 years 44 weeksbadamsundararao
concrete.activenormalfeature request9 years 40 weeksjaisai202209
Edge Beam in POST Tensioningactiveminortask9 years 30 weekscharmi.85
Analysis and design of Sloping slab and beamactivenormalsupport request9 years 29 weeks
DETAILING OF EXPANSION JOINTactivecriticalsupport request9 years 29 weekssrini66
design of precast structureactivecriticalsupport request9 years 28 weeksmanieck2010
design of precast structureactivecriticalsupport request9 years 28 weeksmanieck2010
regarding enhanced shear strengthactivenormaltask9 years 22 weekskprashanthkumar
Replacing Rebars with higher Grade Rebarsactivecriticalsupport request9 years 22 weeksdevendrabjoshi
pipe rackactivenormalsupport request9 years 21 weeks
whether footings behave like rigid or a flexible?activenormalsupport request9 years 20 weeksajeet_08
Standard Deviationactivecriticalsupport request9 years 17 weekscivilenggmink
CONCRETE GIRDER DESIGNactivecriticalfeature request9 years 14 weeksask_salem
Modeling in staadactivenormaltask9 years 13 weeksssantoshreddy
PhDactivenormalsupport request9 years 11 weeks
roof truss desginactivenormalsupport request9 years 10 weeksjameel
Interview Questionsactivenormaltask9 years 6 weeksEngineer
smaller beam discussionactivenormaltask9 years 3 weeksarotech
Torsion & Bending in Steel Plate Girderactivenormalsupport request9 years 3 weeksrajesh sakhalikar
How to apply a Shear Key & Function of Shear key iactivenormalsupport request8 years 50 weeksPragnesh
retaining wall toeactivenormalsupport request8 years 50 weekssatish_kotagiri
Sidesway Checkactivenormalsupport request8 years 50 weeksshafeeque ahmad
Equiping selfactivenormaltask8 years 46 weeks
Quantity Calculation from Initial/ Final levelsactivenormaltask8 years 44 weekskadmathew
IS:1893-2002 (part-1), clause 7.1 table 4activenormalsupport request8 years 39 weeksRAHULGEHLOT2009
Column Designactivenormaltask8 years 39 weekspradeep_kumarr
adapt buildingactivenormalsupport request8 years 37 weeks
Triangular Tower Design (esolar)activecriticalsupport request8 years 32 weeksfazilat.zaidi
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