Yeah, but that's for the specific npm. It's got to be base on something.

I gotta build a custom npm in a limited pie slice footprint to hold a 4
foot, and 2 3 foot antenna about 7 feet up, and preferably a pmp cluster
around 20 feet. I ordered 4k lb. ballast today. The site guy says 4k isnt a
problem, still makes me nervous putting that much ballast and sled weight
in 100 sq feet to hold a structure I dont have any way to calculate.

I'm thinking that with 2 ton of ballast, my issue will only be holding the
structure to the base.

Considering a square with 10 foot 25g on each corner and 20 foot 25g in the
center. If it will fit in the pie shape. Steel I think will add around 1k
more lbs if I'm bracing with 2 inch angle iron. But how does a guy even
start to calculate windload on that. Add in 3 inch water pipe it gets heavy
but kite like.

4k on 10x10 is only 40 lb per square foot.

Being the helmet that I am because retard isnt PC, is making this
complicated. I have found zero designs or existing product that do what I
need to do without drilling into the concrete, which I'm not allowed to do.
I do have 2 attached angle iron I may be able to strut to.

Grain elevators are a bitch, you'll find a 3 year old pop bottle up there
that hasn't moved but a piece of steel flies off in a breeze

On Mon, Aug 17, 2020, 10:02 PM Adam Moffett <dmmoff...@gmail.com> wrote:

> There's often a formula on the assembly drawings.
>
> On 8/17/2020 10:36 PM, Chuck McCown wrote:
> > Probably depends on the actual wind load vs the design wind load.  If
> both were lightly loaded then you will probably be fine.
> >
> > Sent from my iPhone
> >
> >> On Aug 17, 2020, at 7:45 PM, Steve Jones <thatoneguyst...@gmail.com>
> wrote:
> >>
> >> 
> >> so if I have 2 npms that call for say 1000lbs ballast with mast and
> antenna and decide to move both masts to a single npm, does that equate to
> 2000lbs ballast, or is there a base weight, then aperture windload is
> calculated?
> >>
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