Current Revision posted to Structural Analysis and Design - Wiki by Sye on 10/6/2015 6:32:39 PM
This page lists issues that has been observed in SS6 since it's release
| Defect # | Issue Description | Workaround |
| - | New STAAD.Pro Editor freezing up/crashing |
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| 257533 | Section properties for std pipes and extra strong pipes are interchanged for AISC section database |
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| 257492 | Some newly added wide flange section names in the AISC database had spaces in them which caused the engine to crash |
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| 264569 | Inclined members are not being split through Geometry > Intersect Selected Members > Intersect | 1. Open the program and go to configuration 2. Set the base unit as English. 3. Open the model and go to the top menu option View > Options > Tolerance 4. Set it to 0.1 inch and click on Apply > Ok 5. Select the members and try to intersect them by going to Geometry > Intersect Selected Members > Intersect. Enter a tolerance of 0.1 inch. |
| 257167 | The plots of Mz, My, Fy, Fx etc.in the Post Processing Mode > Beams -> Graph page are not displayed for the load cases or load combinations which include wind load generation | The diagrams can be seen in the graphics window by turning on the display icons for these items from the toolbar or one can double click on the individual members and go to the Shear Bending Tab inside the Member Query dialog box to see the diagrams. |
| 257528 | When multiple tapered members are designed in group with CHECK CODE ALL command vs. designed individually, the design results do not match. Noted for multiple codes like AISC /IS 800/ S16. | The only option for now is to design these tapered members individually using CHECK CODE MEMB ... command. |
| 290989 | For design as per AISC 360-05 or 10 codes, the MNZ and MNY are reported as 0 in the Steel Design tab within Member Query dialog box. This is a reporting error. | Add the design parameter called TRACK and set it to 1 or 2. Rerun the analysis and the MNZ and MNY should now be non-zero in the Member Query dialog box. |
| 314845 | Design of angles and Tees fail as per the AISC code when seismic provisions of AISC 341 are checked | There is currently no workaround other than commenting out the seismic checks for these sections. |
Tags: known issues in STAAD.Pro SS6