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Analiz sonuçlarına Results kısmından ulaşılır. Bu bölümde Node Displacements (Local), Node Reactions (Local), Node Reactions (Global), Element End Forces (External-Local), Element End Forces (External-Global), Composite Element Forces (Sectional), FESurface Forces (Internal), FESurface Stresses ve Frequencies olmak üzere 9 adet analiz sonucu kısmı vardır. İstenilen analiz sonucuna gerekli bölüme gidilerek ulaşılır. 'Değerin' üstüne tıklanarak taşıt konumlarına ulaşılabilir.
PENNDoT Example at
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OpenBrIM
The 'representative' bridge is parametrically modelled in accordance with Figures 2.1(A), 2.1(B),2.1(C), 2.1(D) of the Commonwealth of Pennsylvania Department of Transportation's Software Evaluation for LRFD Refined Analysis of Girder Bridges - 2017. Parametric modelling refers to the relationships among all bridge components in a project that enable the coordination and change management that OpenBrIM Platform provides. These relationships are created in OpenBrIM Library by the engineers.
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