Issues for

SummaryStatusPriorityCategoryLast updatedsort iconAssigned to
MIvan Structure activecriticalsupport request6 years 40 weekssrini66
MIvan Structure activecriticalsupport request6 years 40 weekssrini66
this is a support request regarding etabs. in the activenormalsupport request6 years 41 weeksbijay_gorain
design proceduresactivenormaltask6 years 45 weekssandeep63
CLEAR COVERactivecriticalsupport request6 years 47 weeksarrehman
STADD SECONDARY BEAM ANLYSISactivenormalsupport request6 years 47 weekskambale001
frame import staad to etabsactivenormalsupport request7 years 4 daysengg.venkat
Indonesian Codes Requiredactivecriticalsupport request7 years 6 weekssharmasaur
Spread sheet for simple beam designactiveminorsupport request7 years 10 weekstarun05
hinge properties in pushover analysisactivecriticaltask7 years 13 weeksjeetdesai
building costructed on sloping groundactivenormalsupport request7 years 23 weeks
Comparative study of typical R.C. building using Iactivenormalsupport request7 years 24 weeks
Poperties of Link Element for Modelling Masonry Waactivecriticalfeature request7 years 25 weeksMEET1291SHAH
starting using staad proactivenormaltask7 years 27 weeksmanishgb89
FOOTOVER BRIDGE DESIGNactivecriticalsupport request7 years 28
Measurement of bend dimension for stirrups and linactivecriticalsupport request7 years 33 weeksvijayaragavan
live load reductionactivecriticalsupport request7 years 40 weeksspanigrahi24
How to Minimize the deflection of structure under activenormalsupport request7 years 40 weeks
Holes in beams regardingactivecriticaltask7 years 41 weeksAravinthakumar
Rebar Insertion in segmentactivecriticalsupport request7 years 42 weekssagar_G_Z
Role of Architectural drawing for Execution activenormalsupport request7 years 42 weeksarumugampb
Design of RCC blast resistant Structureactivecriticalsupport request7 years 42 weeks
Etabs Design Issueactivecriticalsupport request7 years 43 weeksncclerp
load combinationsactivenormalfeature request7 years 45 weeks
Moment Connection designactivecriticalsupport request7 years 48 weeksPrabhakaran_Pad...
About Sefindiaactiveminortask7 years 50 weeksksk1912
bubble deck slabactivecriticalsupport request7 years 50 weeksuma.rao1679@gma...
Gravity wall design using staad proactivecriticaltask7 years 51 weeksrajiv_bhagat
frame spacibg ratio as per IS 875 (3)activecriticalsupport request8 years 5 weekssikander_ld
IS 12894-2002activenormalsupport request8 years 7 weekspranesh96
Modular ratio m for working stress design methodactivenormalfeature request8 years 8 weeksPADMAKANT
SOFT STORY COLUMN DESIGNactivenormalbug report8 years 11 weeks
Smart Google Search Tips - "Tall building"activenormaltask8 years 15 weeks
PUNCHING CHECK OF ISOLATED FOOTING AS PER BSactivenormaltask8 years 19 weeksfindravi1
Flat slab design with earthquake forcesactivecriticalsupport request8 years 19 weeksrahularch1987
p-delta analysis in ETABSactivecriticalsupport request8 years 26 weeksrvshankar143
IS codeactivenormalfeature request8 years 27 weeks
Non Linear Dynamic Analysisactivecriticalsupport request8 years 28 weeksswajit singh
ARE CIVIL ENGINEERS THE REAL KILLERS DURING EARTHQactivecriticaltask8 years 34 weeksshilpas
Lower soil N-valueactivenormalsupport request8 years 34 weeks
Regarding IS codeactivecriticalsupport request8 years 36 weeksrajasekhar.cheruvu
References, Sample calculations & links for substaactivecriticalsupport request8 years 38 weeksAmit.Mistry
builtup section criteriaactivecriticalfeature request8 years 38 weeksanuj singh
MIN WIDTH OF CONCRETE BEAMactivecriticalsupport request8 years 40 weekssikander_ld
earth quake loading in staad proactivenormalsupport request8 years 41 weekssharma_nandkumar
Embedment Length for Structural Member.activenormalsupport request8 years 42 weeksrajesh sakhalikar
Structural Status Investigations for Mullai Periyaactivecriticalfeature request8 years 43 weeksanitech
Modelling Issuesactivenormalbug report8 years 47 weeksnaman247
excel spreadsheet for steel column IS800-2007activecriticalsupport request8 years 48 weeksraheem
Chimney designing and steps to be followed to finactivecriticaltask8 years 49 weeks
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