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Manuel dutilisation autodesk robot structural analysis professional 2016 free
Robot Structural Analysis Professional is structural load analysis software that verifies code compliance and uses BIM-integrated workflows to. Le manuel d’utilisation contient des informations pratiques sur l’utilisation d’Autodesk Robot Structural Analysis Professional
Maps (panels) | Robot Structural Analysis Professional | Autodesk Knowledge Network.Autodesk® Robot™ Structural Analysis Professional – PDF Drive
The dialog has the following parts:. At the top of the dialog:. The list field displays 3 available types of load distribution based on the load direction:. A surface object is generated in the form of a face with defined cladding. A surface is defined in the same manner as a panel by indicating an internal point or the list of linear objects. Loads from claddings are distributed on all objects in the contour and plane of a cladding:. You can select objects that lie in the plane of a cladding or of a panel for which the trapezoidal and triangular distribution is selected in a calculation model and do not carry loads.
In a real structure, these can be elements of roof bracing that do not carry the load transferred from the roofing. You can select objects using either of the following ways:. You can define a surface by assigning cladding to a face-type object for the following structure types: bar structures and shell structures. It is assumed that for volumetric structures the face object behaves like a face of a volumetric structure; you cannot define loaded surfaces on such an object.
Only one value may be presented in a dialog. To display other value maps, do one of the following. Smoothing averaging of values. Results for planar FEs are determined at Gauss’s points located inside each element. Results estimated at the common node of adjoining elements may differ slightly in each element, and isolines may not be continuous. To obtain a smooth map of a selected quantity, select the with smoothing option.
This results in averaging of the values at a node based on all the values obtained in the elements adjoining the node. The X and Y axes are local and defined using the Direction option on the Detailed tab.
This defines the direction of the main local coordinate system which will be used x axis. The results values for all elements are calculated to this rotated coordinate system. When selecting the results for planar FE, the direction may be defined by entering any vector defining the main direction. The selected vector is then projected onto an element which in the end defines the positioning of the local x-axis.
Autodesk Robot Structural Analysis Professional – replace.me – Application 4geniecivil.com
The dialog has the following parts:. At the top of the dialog:. The list field displays 3 available types of load distribution based on the load direction:. A surface object is generated in the form of a face with defined cladding. A surface is defined in the same manner as a panel by indicating an internal point or the list of linear objects. Loads from claddings are distributed on all objects in the contour and plane of a cladding:.
You can select objects that lie in the plane of a cladding or of a panel for which the trapezoidal and triangular distribution is selected in a calculation model and do not carry loads. In a real structure, these can be elements of roof bracing that do not carry the load transferred from the roofing. You can select objects using either of the following ways:. You can define a surface by assigning cladding to a face-type object for the following structure types: bar structures and shell structures.
It is assumed that for volumetric structures the face object behaves like a face of a volumetric structure; you cannot define loaded surfaces on such an object.
To display other value maps, do one of the following. Smoothing averaging of values. Results for planar FEs are determined at Gauss’s points located inside each element.
Results estimated at the common node of adjoining elements may differ slightly in each element, and isolines may not be continuous.
To obtain a smooth map of a selected quantity, select the with smoothing option. This results in averaging of the values at a node based on all the values obtained in the elements adjoining the node. The X and Y axes are local and defined using the Direction option on the Detailed tab. This defines the direction of the main local coordinate system which will be used x axis. The results values for all elements are calculated to this rotated coordinate system.
When selecting the results for planar FE, the direction may be defined by entering any vector defining the main direction. The selected vector is then projected onto an element which in the end defines the positioning of the local x-axis.
The main vector can not be perpendicular to the element parallel to the local element z axis.
