Practically all the results can be animated, namely, mode shapes, time history results of displacements and member forces, dynamic analysis results and static analysis results. Midas Civil also provides results that are compatible with MS Excel, which enables the user to review all analysis and design results systematically. Auto Design and Load Rating Midas Civil provides various design check and load rating features including.Eurocode & AASHTO LRFDBending, shear & torsional strengths.Member forces & stresses for each construction stage and max & min stress summations.Automatic generation of load combinations in accordance with various design codes.The Finite-Element Method (FEM) is a computational method/technique developed by engineers used to obtain an approximate solution to engineering problems. Finite element breaks a complex problem into simpler problem and uses a mathematical glue to join the solutions.Īn engineer designing a bridge will need to know how the proposed structure will behave under load. The equations describing the distribution of structural stresses are known but they can’t be directly solved for a complicated shape such as a bridge. However the equations can be solved for very simple shapes like triangles or rectangles. The finite element method takes advantage of this fact. We replace the single complicated shape with an approximately equivalent network of simple elements. The overall pattern of elements is referred to as the finite element mesh. And this pattern will be unique to each new problem. Improvement of Bridge Assessment to CS 454: Crack width of External/Unbonded Prestressing.Īnd for this we must first decide what kind of elements will use.Improvement of Bridge Assessment to CS 454: Torsional Reserve Factor Results.Improvement of Prestressed Girder Design to BS 5400: Longitudinal Shear.
AASHTO LRFD 8th Design Standard – Steel Section.Warping Normal Stress for Steel Composite Section Design to AASHTO LRFD.Auto-generation of Tendon Profile – Italy Precast Section Types.Improvement of Bridge Assessment to CS 454.Ĭoncurrent Forces of Beam Elements for Time History Analysis.Set-Back for Saddle of Suspension Bridge.Geometric Nonlinear Construction Stage Analysis with Plate Elements.
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