Post Processing and shear wall issueshttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/142231/post-processing-and-shear-wall-issuesGood day, I have analyzed the attached file without any errors, however, the post processing mode is no longer available. This is quite strange as I have already accessed post processing using this file and as such I am confused as to why post processingen-USTelligent Community 12RE: Post Processing and shear wall issueshttps://communities.bentley.com/thread/431113?ContentTypeID=1Thu, 19 Oct 2017 05:14:33 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:515f369c-514d-451a-87fc-9e5443c1eae7Sye<p>The postprocessing mode is inactive as you have the command SET GUI 1 in the file. If you take that command out you would be able to access the postprocessing mode.</p> <p>Additional observation: The PERFORM ANALYSIS and CHANGE commands after load cases 9 and 10 are redundant and can be taken out.</p> <p>Regarding shear wall design, the software is failing to find a suitable size/spacing for the vertical reinforcement. I would suggest that you find out a size and spacing that should work and explicitly specify that diameter through using parameters like VMIN, VMAX. Also check if the default clear cover (= 3in) is OK.</p><div style="clear:both;"></div>