Microsoft PowerPoint - midas_Civil_v761_release_note.pptApril, 2009
AnalysisAnalysis •
•IRC: 6-2000
• •Rigid Link
April, 2009
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mod( ) ( )c cEA r E A=
2 5 3
= +
r,
where, G = L = H = , T Ec = Ac = α =

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Model > Properties > Time Dependent Material(Creep/Shrinkage) Model > Properties > Time Dependent Material(Comp. Strength) Load > Prestress loads > Tendon Property



Eurocode2:04 (/) Upgrade Contents
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CEB-FIP (1978)()
CEB-FIP
(1978) CEB-FIP
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IRC:18-2000 10MPa



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Load > Moving Load Analysis Data> Traffic Line Lane, Moving Load Cases Tools > Text Editor
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IRC: 6-2000
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1

52(Class 70RClass A) > Moving Load Analysis Data> Moving Load Cases.
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*.““

: kN(kN/M2)
Deformation
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Load Factor RangeSturm Sequence Check
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V.761

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Analysis > Main Control Data > Transfer Reactions of Slave Nodes to the Master Node
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• PMM ‘Calc. Yield Surface of Beam considering Buckling’
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Analysis > Moving Load Analysis Control Results> Result Tables> Beam> Force

BS5400
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• (Comp.-only, Tens.-only Multi-Linear type)

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Effects & Usage
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Model > Properties > Section Load > Construction State Analysis Data > Composite Section for Construction Stage Tools > Sectional Property Calculator

• midas SPC • midas SPC midas Civil
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Online Help “”
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• T
• T L
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• JPG AutoCAD DXF BMPEMF
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File > Export > Frame Section for Solid, Frame Section for Plate
• midas FEA • midas FEA /
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