Ballast weight for non penetrating roof mount - gibertini 125

roccky

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Hello!!

I am wondering how much weight is necessary to add as ballast for a non penetrating roof mount installation of a gibertini 125, with polar mount and actuator. In London. Assuming the roof receives some average level of wind, in a 3 storey building

I have found some tables online but the parameters of the formulas behind them are a bit hard to find out. Is there anyone who could help me with some more practical advice?

Also, if you know any good roof mount, that would be helpful. Not sure if this one would provide enough support?

 

TJExcalibur

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A strong gust of wind at that height on a 1.25 dish would need 8 compressed paving slabs to hold it in place. The wind only needs to lift one side as the stand pivots on the other side. Wire ties to the edge of the roof would help.
 

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I would use a mount with a larger floor profile ( a 5 x 5) but you might get away with adding some bags of ballast overhanging the four corners.
 

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Good rule of thumb, is 5 to 7 times the combined weight of the dish (motor if used) and base, more if you are in a high wind area.

Also be sure to have the mount cover at least 3 roof rafters/joists to distribute the total load.

Also be careful as the roof cant be more then a 4/12 pitch if your mounting the dish on one side, I have seen them slide off a roof.
 

roccky

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I have found another option:


Probably better? 50"x50" floor base this time, and 32 kg instead of 25kg.

I think the Gibertini with the polar mount, actuator, lnb is around 20kg. Plus base makes 50kg. Which means I would need around 300k weight? These paving slabs are around 40kg each:


So with eight of those we get 370kg all together. Together with some cables to the edge of the roof it sounds solid, which is the main priority: we def don't want it to fall to the street. But are we sure it is not going to break the roof? :(What if we can't find those 3 roof rafters... better forget about this option?

Also, I guess "flat roofs" are generally not necessarily flat, and I can imagine that putting stuff in the corners to lift them up is a very bad idea. Is there any smart way to create a flat surface for the base?
 

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Divide the total weight by the floor area and it is unlikely to be more than one person standing on two feet.

For a 1.2m dish I would not expect to lay more than 200kgs of ballast in an exposed area
 

moonbase

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'ere, go and buy 4 concrete Kerb Stones from Travis Perkins, about a tenner each for 3ft x 6" x 5".
Bolt the NPRM to them, one on each corner.

Wind Load.jpg
 

roccky

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Thanks. Although I couldn't find those 3ft x 6" x 5" kerb stones. But I understand the paving slabs I had found would be the same more or less?

"For a 1.2m dish I would not expect to lay more than 200kgs of ballast in an exposed area" It seems very consistent with the table: 3.25 CuFt is around 200kg. And I guess there are no wind gusts over 120mph in London, no? So it looks like should be enough.

What do you think guys about the last point. "Also be careful as the roof cant be more then a 4/12 pitch if your mounting the dish on one side, I have seen them slide off a roof" Apart from that we want the pole straight to be able to orientate the dish, no?
 

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roccky

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Thanks, but that seems to work only for small dishes. And anyway, the pole still not straight apparently
 

Terryl

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That was just an example, there are many others to look for.
 

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Thanks, but that seems to work only for small dishes. And anyway, the pole still not straight apparently
How far off vertical is the post ?

In most cases a slight angle can be corrected (if near true N/S) with the elevation adjustments and some playing about with the others.
 
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