What’s the general consensus on the best way to secure unistrut (or any support system) to the roof, with regards to:
-Anchoring points (ie Rivnuts vs bolts through hat channels)
-Sealing (butyl tape/sikaflex 221 etc)
-Vibration isolation (is it necessary? Hockey puck method?)
-dealing with the curve on the edges
I’m leaning towards the hockey puck method with unistrut to support 8x panels running perpendicular to the bus, down the length of the bus.
What I’m specifically interested is how to get the bolt perpendicular to the hat channel, while still ending up with a flat level run of unistrut (two rows down the length of the bus). Basically ensuring the bolt clamping forces are all in line/parallel.
I’ve seen brackets custom fab’d but that seems excessive to get the angle right and the repeatability.
The width if the unistrut runs would preferably be wide enough to capture a good amount of width of the panel, but that puts you out on the curve. If the runs are narrow (ie in the flat section of the roof), then the two clamping forces on the panel are pretty close in the middle and leave a good amount of overhang (basically unsupported/cantilevered sections of the panel, which at driving speed would not be ideal).
-Anchoring points (ie Rivnuts vs bolts through hat channels)
-Sealing (butyl tape/sikaflex 221 etc)
-Vibration isolation (is it necessary? Hockey puck method?)
-dealing with the curve on the edges
I’m leaning towards the hockey puck method with unistrut to support 8x panels running perpendicular to the bus, down the length of the bus.
What I’m specifically interested is how to get the bolt perpendicular to the hat channel, while still ending up with a flat level run of unistrut (two rows down the length of the bus). Basically ensuring the bolt clamping forces are all in line/parallel.
I’ve seen brackets custom fab’d but that seems excessive to get the angle right and the repeatability.
The width if the unistrut runs would preferably be wide enough to capture a good amount of width of the panel, but that puts you out on the curve. If the runs are narrow (ie in the flat section of the roof), then the two clamping forces on the panel are pretty close in the middle and leave a good amount of overhang (basically unsupported/cantilevered sections of the panel, which at driving speed would not be ideal).


