Autodesk Robot Structural Analysis Professional 2014 System Requirements for 64-bit Workstations


Crash observed while inserting summary table to drawings has been fixed. Overlapping texts on drawing exported to DXF have been corrected. Elements disappearing from the inspector window when re-exporting to the RC modules have been fixed.

Crash observed in RC beam design has been fixed. Beam rebar placed in the middle of span is now extended instead of being hooked. Column stirrup arrangement option has been fixed Import of manual combinations for RC column design has been unlocked. Crash observed while trying to add a Continuous Footing view has been locked. The extremely slow import of panels with defined load combinations has been fixed.

Memory errors occurring during required reinforcement of slab calculation have been fixed. Incorrect slenderness ratio of columns in fire conditions during calculation according to Eurocode 2 has been fixed. Incorrect types of reinforcement bars in the BBK04 reinforcement database have been fixed. Crash errors or hanging the program during the calculation of beams when 'Display diagrams for all combinations' option was selected has been eliminated. Generation of main reinforcement when capacity of assembly reinforcement was included has been corrected.

Incorrect value for shear force in the middle of a column has been corrected. Incorrect steel parameters taken into account during the calculation of columns reinforcement according to SNiP code have been fixed. Wrong display of results for block foundation after calculations according to BAEL 91 code has been fixed. Calculation of crack width for slab according to SNiP code has been corrected. Duration of the calculation of reinforcement for slabs has been reduced.

Incorrect automatic reinforcement direction taken into account during presentation and design for slab according to SNiP code has been corrected. General API functions supporting load to mass conversion, assigning materials to parametric sections and returning position of the extreme value on bar have been corrected. Export to Word screen captures including tables with info tab has been unblocked. The size of the context menu for the Object Inspector has been corrected.

Return to Top Model Definition Problem with the status of results not changing after approving modifications of the load table has been fixed. Problem with application of linear loads on edges to the structure if defined on the edge of diaphragm without FE mesh or meshed panel has been fixed.

Return to Top Analysis and Results Improper spectral seismic analyses according to the Chinese code GBJ wrong spectrum curve and lack of maximum acceleration change for damping value different than default 0. Wrong display of the 'out of limit' and 'within limit' bar lists in the global analysis window has been fixed.

Improper height of the upper stiffener taken into calculation has been fixed. Too low compression capacity of diagonals while tube brace failure verification has been fixed.

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