Calculating Ballast Requirements for Non-penetrating Roof Mounts

I thought it may be helpful to share my experience with calculating ballast requirements for non-penetrating roof mounts. Also interested in hearing about other people’s experience.

Essentially, given different wind environments and antenna configurations, I want to know how much weight I need to put on the platform to secure the mount to the building.


A simple equation

The manufacturer in Canada doesn’t have datasheets so I’ve used the Rohn FRM mounts to make a safe guess since they are a very similar design but a bit smaller and lower gauge.

The datasheet: ROHFYS200.pdf (2.6 MB)

There’s a bit of math, but really it’s just plugging in numbers to a simple equation:

The confusing part is figuring out which numbers to plug in, but they have a helpful example that I followed.

Here’s what I did:


Finding the values

Based on the fact we’re going to need to withstand a potential hurricane (about 90mph), and we’d be placing this on a community college (risk class II) at no more than 40 feet about the ground in a forested area, I get the following values:

C1 = 1.38, C2 = 0.82, V = 90 MPH

Which, if I plug into the equation above, gives me:

Ve = 1.38 * 0.82 * 90 = 102 MPH


Estimate centroid and EPA

Now to calculate the ballast, I just need to know the centroid as well as the effective projected wind area of the antennas.

  • The centroid is a bit of a guess, but it’s essentially the midpoint of the mass on the antenna which I imagine it will probably be close to 5 feet for most Motus stations so I’ll go with that.
  • As for the effective projected wind area (EPA), it depends on the number and type of antennas. This is usually provided in the antenna spec sheets, but keep in mind that for Yagi antennas the amount listed is the maximum amount which would be if the elements were facing vertically which we don’t do - we face the elements horizontally. So this reduces the effective wind area significantly. This is a breakdown of my rough estimates for EPA for antenna models:
Frequency Antenna model Effective wind area (EPA)
166 Yagi 9 element 0.75 sq. ft.
166 Yagi 5 element 0.5 sq. ft.
166 Omni 0.75 sq. ft.
434 Yagi 6 element 0.5 sq. ft.
434 Omni 0.6 sq. ft.

*Keep in mind this doesn’t account for ice buildup, if your winter storms are like hurricanes this should be considered.

So in my case, I was going to install 2x 9-element Yagis on 166 MHz and 2x 6-element Yagis on 434 MHz, giving me about 2.5 sq ft of effective wind area.


Find the weight

Now using the table in the datasheet, I could find that I’d probably be safe with about 300 lbs of ballast given Vmax at the centroid is about 102 MPH and 300 lbs of ballast should be good for 99 MPH which is close enough for me.

Thanks Lucas! WADE antenna does also have a resource for calculating this. It’s much more simplified, so perhaps not as ideal for accommodating some of the more unusual situations.

NPRM-1-3-LOAD-PLOT-REVD wind load.pdf (141.4 KB)

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I didn’t see this! But yes, it’s not as versatile as it only has 2 different ballast weight options and only shows ratings for 100 MPH, plus environment/risk factors aren’t accounted for.

Thanks for archiving this here, Lucas. This is a US map giving

Standard 8x8x16 cement blocks weigh 30-35lbs and are an inexpensive, dependable form of ballast that these mounts are designed to work with. However there are high density blocks of the same dimensions which will be around 50lbs apiece.

Also adding two photos representing either end of the ballast mount spectrum. The smaller mounts (Rohn FRM and BRM models) are more accessible for the average Motus user to install (and require less trips carrying blocks to the rooftop), but support fewer antennas. However, a nice thing is that they take up very little space and work well in a pair, with two mounts on either end of a long building, for example.

On the other end of the spectrum is a mount that can support a tower section (25GBRM), hold all of your antennas, and survive multiple hurricanes. I think there are over 20 high density blocks holding this one down. These would only make sense in extreme and well funded situations.

That’s a great point wind load can vary so much by region and building height. I found using a structural engineer’s input early on saved me headaches later with inspections.