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Cake day: June 19th, 2023

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  • If they’re organized you can do library imports, after setting up the arrs for the most part. For example your movies folder would need to have a folder per movie named like ‘Movie Title (year)’ at a minimum and then contain the movie…just make sure what you’re seeding in qbit is not the same folder, but you can use hardlinks to keep seeding how qbit wants it while allowing the arrs to keep its copy nice and clean.

    I’m pretty sure you can do a library import after you setup the arrs and use them for a while, you just need to utilize categories is qbit so the arrs only look at their specific category.

    Read through their wiki getting started and faq and check out the trash guides.


  • I think it depends how your current files are organized. The arrs require a certain level of organization and naming to do a library import, they also want you to keep your downloads and your library copy as different folders but in a way that hopefully supports hardlinks so you don’t take up twice the space. ‘Trash guides’ is a great place to look at for getting started and they have an unraid guide as well.

    The servarr (radarr, lidarr, readarr), sonarr, and trash guides discords are also really helpful if you don’t object to using discord.

    If all your current files are still in the “download” folder, you could probably setup the arrs and qbit as recommended in the guides and then work your way through importing them to the arrs from the activity queue.










  • Except that reference isn’t about I-35W, it’s about the Lake County Grand River Bridges.

    ETA: Page xiii

    _The National Transportation Safety Board determines that the probable cause of the collapse of the I-35W bridge in Minneapolis, Minnesota, was the inadequate load capacity, due to a design error by Sverdrup & Parcel and Associates, Inc., of the gusset plates at the U10 nodes, which failed under a combination of (1) substantial increases in the weight of the bridge, which resulted from previous bridge modifications, and (2) the traffic and concentrated construction loads on the bridge on the day of the collapse. Contributing to the design error was the failure of Sverdrup & Parcel’s quality control procedures to ensure that the appropriate main truss gusset plate calculations were performed for the I-35W bridge and the inadequate design review by Federal and State transportation officials. Contributing to the accident was the generally accepted practice among Federal and State transportation officials of giving inadequate attention to gusset plates during inspections for conditions of distortion, such as bowing, and of excluding gusset plates in load rating analyses.

    Before determining that the collapse of the I-35W bridge initiated with failure of the gusset plates at the U10 nodes, the Safety Board considered a number of potential explanations. The following factors were considered, but excluded, as being causal to the collapse: corrosion damage in gusset plates at the L11 nodes, fracture of a floor truss, preexisting cracking, temperature effects, and pier movement._