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Code dactivation autodesk robot structural analysis professional 2011 free.Code Combinations
Get free software for students and educators. Get help accessing student and education software. Frequently asked questions FAQs. How do I download Robot Structural Analysis? How long is the Robot Structural Analysis free trial?
How do I extend the Robot Structural Analysis free trial? How do I troubleshoot Robot Structural Analysis download issues? Where do I download free Robot Structural Analysis software for students? How do I convert my Robot Structural Analysis free trial to a paid subscription? See more. See less. Support and learning. Get Robot Structural Analysis documentation, tutorials, downloads, and support.
Company overview. Investor relations. Diversity and belonging. Autodesk Foundation. Contact us. Students and educators. Affiliate program. Autodesk Research. How to buy. When a load case is selected on the list, the Edit parameters button becomes available.
Clicking it opens an additional Parameters dialog in which 2 parameters of a load case can be changed: prefix it can be applied when displaying the generated code combinations and the value of a coefficient for a given load case.
The prefix is defined for load cases by Robot. Generated code combinations can be displayed as you can select the format for displaying combinations in the Table Columns dialog. The Combinations tab, shown in the following image, is used to define the code combinations that are created. The code used to create the code combinations is displayed in the previous dialog.
In addition, you can select the templates, which are used to create code combinations. The list of combination types depends on a combination code selected in the Job Preferences dialog.
You can decide which combination types will be generated. Selecting all, results in a full combination list based on the templates. The Groups tab is used to define or display groups, that is, sets of load combinations connected by logical relationships. In the current version of Robot , all dead loads are connected in one group of combined acting simultaneously loads. Snow and wind loads create a separate group of self-exclusive loads for which the occurrence of one case excludes the other.
All other live loads occur as loads which are not inter-related. You can also define relationships between load cases in particular groups. This is done using logical operators and, inclusive or, and exclusive or on the Relations tab.
Robot creates the groups and relationships automatically. This solution resolved the problem of base combinations. For more advanced combinations, options found on the Relations tab can be used.
Steel Member Design. Error in the column verification with automatic buckling coefficient calculations has been fixed. Lateral buckling calculation and imperfection factor value for "other cross sections" checked according to the Eurocode formulas have been corrected.
Stability check for bars under tension for Add80 code has been fixed. The number of recently opened files shown on the start page now agrees with the Preferences settings.
The preview of the file is now automatically switched off if the file is currently not accessible. Model Generation. Planar supports may now be defined on revolved objects. Generation of calculation model with joists has been fixed.
Meshing errors during kinematic links generation have been corrected. Advanced permeability parameters for wind loads based on NV65 code are now available. Parameters now display correctly for spectral load cases defined using the previous software version. Orthotropy direction of a plate is now defined with its local X axis instead of the global X axis. Sums of forces and reactions for nonlinear and pushover analysis using the arc-length method are now stored correctly when results are saved for each increment.
When "Prepared results" is used, maps for envelopes now display correctly. Incorrect mapping of theoretical required reinforcement areas into tables through COM interface has been fixed. Reinforcement freezing flag may now be properly unchecked. Calculation algorithm has been modified to consider point 6. Definition of beam sections with slabs has been fixed. Import of inclined beams from structure has been corrected. Geometric imperfections based on EC2 EN are now added in more unfavorable direction.
Fatal error observed in the fire resistance calculator has been removed. Initial eccentricities of Ned. Isolated Footings. Calculation of stresses in soil for wind loads based on DTU Incorrect information about steel types of reinforcing bars in slab reinforcement based on EN AC has been fixed. Screen capturing of steel connection scheme views has been fixed.
Steel Members Design. Member group definition now displays proper warning about bars without member type defined. Timber Design. Timber Members Design. Detail results for deflection check now presents local axis index. Double roundtrip between Autodesk Revit Structure software and Autodesk Robot Structural Analysis program blocked for specific configuration is possible now.
Coefficients Fa and Fv are now updated when changing site class during seismic analysis definition for the Canadian code NBC Selfweight of the hollow slabs is now properly calculated.
Incorrect info about the concrete volume and the reinforcement density printed on the drawings has been fixed. Fatal errors while designing beam with openings or some other beam types have been removed. Incorrect recognition of column L-sections as T-sections during required reinforcement analysis of bars has been fixed. Calculation error blocking the deflection verification has been removed. API functions for managing required reinforcement analysis and results have been corrected.
Wrong values of M0 and frame column height in the note results have been fixed. EC3-Wrong length of the third segment for internal bracings calculation has been corrected.
Lack of capacity of top reinforcement at supports due to anchorage problems has been corrected. Import of results from a model has been corrected. All other brand names, product names, or trademarks belong to their respective holders. Autodesk reserves the right to alter product offerings and services, and specifications and pricing at any time without notice, and is not responsible for typographical or graphical errors that may appear in this document.
Occasionally, Autodesk makes statements regarding planned or future development efforts for our existing or new products and services. These statements are not intended to be a promise or guarantee of future delivery of products, services, or features but merely reflect our current plans, which may change. The Company assumes no obligation to update these forward-looking statements to reflect any change in circumstances, after the statements are made.
All rights reserved. Who should install this service pack? Installation Instructions. Primary Issues Resolved by Service Pack 1.
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