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FEM
Global coordinate system
| - | is right-handed |
| - | the positive X axis is directed from the left to the right |
| - | the positive Z axis is directed from the bottom to the top |
| - | the positive Y axis drills in to the XZ plane |
| - | the rotation about the Y axis is positive when measured clockwise |
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| - | The GCS is used for coordinates |
| - | in general, the positive surcharge is assumed to act in the opposite direction to the positive axis and the positive rotation follows the positive sense of the global rotation |
| - | particular definitions of the positive direction must be carefully examined for all cases |
Surcharge
| - | is always assumed to act along the horizontal line (or at a point) |
| - | the origin (point) and the length are the required input data |
| - | the positive surcharge at zero angle is assumed to act in the opposite direction to the positive direction of the Z axis |
| - | the zero angle corresponds to vertical surcharge |
| - | the angle increases clockwise |
| - | the angle ranges from -180º to 180º |
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Anchors
| - | an anchor can also be specified by the origin and an angle |
| - | the zero angle corresponds to the direction of the X axis |
| - | the angle increases clockwise |
|
| - | the angle ranges from -180º to 180º |
Prescribed displacements and rotation of supports
| - | prescribed displacements are positive in the directions of the X, Z axes and about the Y axis |
| - | displacements are positive when developed in the opposite direction to the positive directions of the coordinate axes |
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| - | the positive rotation is measured clockwise |
Load of beams
| - | the local coordinate system is right-handed |
| - | the positive XL axis of the beam is assumed in direction from the starting to the end point |
| - | the positive ZL axis is perpendicular and rotated counterclockwise by 90º from the beam axis |
| - | loading can be applied three directions: |
| - global Z | |
| - global X | |
| - local normal (Z) | |
| - | the positive loading in the global direction acts in the opposite direction to the positive direction of the corresponding axis |
| - | the positive loading in the normal direction acts in the opposite direction to the positive direction of the local ZL axis |
| - | the positive loading angle α is measured clockwise |
| - | the moment is positive when acting clockwise |
|
| - | definition of loading along the XL axis |
| - coordinates, coordinates of the origin | |
| - loading span | |
| - | types of loading (always in above mentioned directions) |
| - concentrated force | |
| - concentrated moment | |
| - distributed uniform over the whole beam | |
| - distributed trapezoidal over the whole beam | |
| - distributed uniform over a segment of the beam | |
| - distributed trapezoidal over a segment of the beam |
Stresses and strains
| - | positive normal stress Sigma corresponds to compression, negative to tension |
| - | positive normal strain Epsilon corresponds to compression, negative to tension |
Internal forces along beams
| - | positive normal force corresponds to tension, negative to compression |
| - | positive normal strain Epsilon corresponds to compression, negative to tension |
Language: english
Company Fine develops structural engineering software with main focus on geotechnical software and structural engineering analyses.
A Fine építőmérnöki szoftvereket fejleszt, elsősorban statikai és geotechnikai programokat.
Společnost Fine se zabývá vývojem stavebního software, zejména programů na statické výpočty, zakládání staveb a geotechniku.
Η εταιρεία Fine αναπτύσσει λογισμικό για πολιτικούς μηχανικούς και ειδικά για γεωτεχνικά θέματα και δομοστατικά θέματα.
Компания Fine занимается разработкой строительного программного обеспечения, особенно программ для расчета статики и геотехнических программ.
شرکت Fine توسعه دهنده نرم افزار های مهندسی عمران با نگاه ویژه به نرم افزار های ژئوتکنیک و تحلیل های سازه ای مهندسی می باشد.
Fine es una compañía que desarrolla y suministra programas de ingeniería civil especializada en programas geotécnicos y de estructuras.
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