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Re: [TowerTalk] TowerTalk Digest, Vol 277, Issue 3

To: towertalk@contesting.com
Subject: Re: [TowerTalk] TowerTalk Digest, Vol 277, Issue 3
From: "John Keating" <john.keating@outlook.com>
Reply-to: John Keating <john.keating@outlook.com>
Date: Thu, 08 Jan 2026 01:57:23 +0000
List-post: <mailto:towertalk@contesting.com>
Tony,

Call US Tower and ask Remi to run custom calculations for you. It's the safest way to go and they don't charge an exorbitant amount like "the other tower company."

73, John
K7LY


------ Original Message ------
From towertalk-request@contesting.com
To towertalk@contesting.com
Date 1/7/2026 9:00:02 AM
Subject TowerTalk Digest, Vol 277, Issue 3

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Today's Topics:

   1. Re: US Tower Weight / Wind Load Load Limits (Steve Jones)
   2. Re: US Tower Weight / Wind Load Load Limits (Bruce Horn)
   3. Re: US Tower Weight / Wind Load Load Limits (Loyd richey)
   4. Re: US Tower Weight / Wind Load Load Limits (Steve Jones)


----------------------------------------------------------------------

Message: 1
Date: Tue, 6 Jan 2026 15:53:53 -0800
From: "Steve Jones" <n6sj@earthlink.net>
To: "'Tony'" <73guddx@gmail.com>,       <TowerTalk@contesting.com>
Subject: Re: [TowerTalk] US Tower Weight / Wind Load Load Limits
Message-ID: <000701dc7f67$bab18f30$3014ad90$@earthlink.net>
Content-Type: text/plain;       charset="us-ascii"

Tony,
When I put up my UST HDX-589 I spoke with Remigio Fernandez, their
structural engineer.  I put a SteppIR DB42 on top at 90 feet.  About 20+ sq
feet of wind load.  Remigio said if the weather forecast is for 50 mph or
higher gusts, lower the tower!  Otherwise it will be OK.  I have done this
for about 13 years and it hasn't failed yet.
Happy New Year es 73,
Steve
N6SJ

-----Original Message-----
From: TowerTalk <towertalk-bounces@contesting.com> On Behalf Of Tony
Sent: Monday, January 5, 2026 3:11 PM
To: TowerTalk@contesting.com
Subject: [TowerTalk] US Tower Weight / Wind Load Load Limits

All:

I plan on replacing my HF antenna with an Optibeam model 16-3 Yagi. It's an
interlaced 4/4/8 element Yagi that covers 20/15/10 meters. The antenna
weighs 130lbs with a 33 foot boom with a wind rating of 12.7 sq. ft at 75
mph.

I also plan on adding an additional 6M and 2 meter Yagi's above the HF Yagi
on an 18-foot mast. The specs for the 6M / 2M antennas are 30lbs 30ft boom
and 16lbs 21 ft boom. Windload is 5 and 2 sq.ft. at 75mph.

The total weight in antennas comes to 176lbs with an estimated wind load of
18 sq.ft.

My tower is the HD555 heavy-duty model made by U.S. Tower. It has an antenna
weight limit of 200 lbs and a wind rating of 23.4 sq.ft at 75mph. The
rotator is the Yaesu 2800.

This setup "should" be within the towers rated limits, but I wanted to run
the numbers by the group since there's a lot of experienced folks on this
reflector.

Thanks, Tony -K2MO


_______________________________________________



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TowerTalk@contesting.com
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------------------------------

Message: 2
Date: Tue, 6 Jan 2026 19:48:33 -0600 (CST)
From: Bruce Horn <bhorn@hornucopia.com>
To: towertalk <TowerTalk@contesting.com>
Subject: Re: [TowerTalk] US Tower Weight / Wind Load Load Limits
Message-ID:
        <1016041403.504994708.1767750513664.JavaMail.zimbra@hornucopia.com>
Content-Type: text/plain; charset=utf-8

Hi,

I have a UST HDX-589 with a SteppIR DB36 at the top of a mast (potentially 105 
ft level) and a Optibeam 16-3 side mounted at the 72 foot level. However, I 
know these antennas exceed the engineering ratings for the tower and therefore 
seldom crank the tower all the way up - the top antenna is kept at about the 70 
foot level, which results in overlap of multiple tower sections. It's been up 
now for more than 30 years with various antenna configurations and the only 
failure I've had is a broken rotator, but I live in an area with relatively 
little wind.

Some things to consider:

1 - US Tower's engineering calcs show that it was calculated based on TIA-222F. 
This is an outdated standard. The move to TIA-222G resulted in significantly 
lower ratings for the same tower design. And now it appears the most recent 
standard is 222I.

2 - the antenna windload specified by the manufacturer may have been calculated 
using a different standard than the tower. The OB 16-3 has a square 
cross-section boom and therefore has a greater windload than the same antenna 
would have with a round boom.

3 - the calculated maximum tower load is for the entire load placed 1 foot 
above the top of the tower. When you use a mast to place antennas at higher 
levels, it derates the maximum wind load of the tower. You can't simply sum the 
wind loads of the antennas.

4 - Tony, is your QTH in a windy area, or relatively calm area. On a ridge top? Do other 
nearby structures/trees offer a wind break? All of these factors influence to what degree 
you can live with professional engineering limitations vs. the typical ham 
"engineering."

Good luck with your project. I like the OB 16-3 tribander.

73 de Bruce, WA7BNM   (bhorn@hornucopia.com)

----- Original Message -----
From: "Steve Jones" <n6sj@earthlink.net>
To: "Tony" <73guddx@gmail.com>, "towertalk" <TowerTalk@contesting.com>
Sent: Tuesday, January 6, 2026 3:53:53 PM
Subject: Re: [TowerTalk] US Tower Weight / Wind Load Load Limits

Tony,
When I put up my UST HDX-589 I spoke with Remigio Fernandez, their
structural engineer.  I put a SteppIR DB42 on top at 90 feet.  About 20+ sq
feet of wind load.  Remigio said if the weather forecast is for 50 mph or
higher gusts, lower the tower!  Otherwise it will be OK.  I have done this
for about 13 years and it hasn't failed yet.
Happy New Year es 73,
Steve
N6SJ

-----Original Message-----
From: TowerTalk <towertalk-bounces@contesting.com> On Behalf Of Tony
Sent: Monday, January 5, 2026 3:11 PM
To: TowerTalk@contesting.com
Subject: [TowerTalk] US Tower Weight / Wind Load Load Limits

All:

I plan on replacing my HF antenna with an Optibeam model 16-3 Yagi. It's an
interlaced 4/4/8 element Yagi that covers 20/15/10 meters. The antenna
weighs 130lbs with a 33 foot boom with a wind rating of 12.7 sq. ft at 75
mph.

I also plan on adding an additional 6M and 2 meter Yagi's above the HF Yagi
on an 18-foot mast. The specs for the 6M / 2M antennas are 30lbs 30ft boom
and 16lbs 21 ft boom. Windload is 5 and 2 sq.ft. at 75mph.

The total weight in antennas comes to 176lbs with an estimated wind load of
18 sq.ft.

My tower is the HD555 heavy-duty model made by U.S. Tower. It has an antenna
weight limit of 200 lbs and a wind rating of 23.4 sq.ft at 75mph. The
rotator is the Yaesu 2800.

This setup "should" be within the towers rated limits, but I wanted to run
the numbers by the group since there's a lot of experienced folks on this
reflector.

Thanks, Tony -K2MO


_______________________________________________



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TowerTalk mailing list
TowerTalk@contesting.com
http://lists.contesting.com/mailman/listinfo/towertalk


_______________________________________________



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------------------------------

Message: 3
Date: Tue, 6 Jan 2026 19:58:24 -0600
From: Loyd richey <richeylh@charter.net>
To: Steve Jones <n6sj@earthlink.net>
Cc: Tony <73guddx@gmail.com>, towertalk@contesting.com
Subject: Re: [TowerTalk] US Tower Weight / Wind Load Load Limits
Message-ID: <17167616-7D79-453D-B793-23AE4765DD71@charter.net>
Content-Type: text/plain; charset=utf-8

Us Towers HDX 589 worked great for me for several years. I had about 37 sq 
feet. 40 meter 4 element 52 ft 3 inch boom and 5 element 20 meter OWA 36 ft 3 
inch boom. about 17 feet above that.
Other antennas and two big tilt plate double wall very heavy mast. Heavy Orion 
rotor etc    Approximately 439 lbs of weight . Ran that about 5 years. Always 
cranked it down to where the sections overlapped during high winds or all the 
way down when in our tornado season.
Towered worked just fine.

I did watch my tower closely as I was advised by US Tower I was pushing it.
Good luck on the opposition!!

73

De Loyd
WB4BMQ.

Sweet Home Alabama
Sent from my iPhone

 On Jan 6, 2026, at 5:54?PM, Steve Jones <n6sj@earthlink.net> wrote:

 ?Tony,
 When I put up my UST HDX-589 I spoke with Remigio Fernandez, their
 structural engineer.  I put a SteppIR DB42 on top at 90 feet.  About 20+ sq
 feet of wind load.  Remigio said if the weather forecast is for 50 mph or
 higher gusts, lower the tower!  Otherwise it will be OK.  I have done this
 for about 13 years and it hasn't failed yet.
 Happy New Year es 73,
 Steve
 N6SJ

 -----Original Message-----
 From: TowerTalk <towertalk-bounces@contesting.com> On Behalf Of Tony
 Sent: Monday, January 5, 2026 3:11 PM
 To: TowerTalk@contesting.com
 Subject: [TowerTalk] US Tower Weight / Wind Load Load Limits

 All:

 I plan on replacing my HF antenna with an Optibeam model 16-3 Yagi. It's an
 interlaced 4/4/8 element Yagi that covers 20/15/10 meters. The antenna
 weighs 130lbs with a 33 foot boom with a wind rating of 12.7 sq. ft at 75
 mph.

 I also plan on adding an additional 6M and 2 meter Yagi's above the HF Yagi
 on an 18-foot mast. The specs for the 6M / 2M antennas are 30lbs 30ft boom
 and 16lbs 21 ft boom. Windload is 5 and 2 sq.ft. at 75mph.

 The total weight in antennas comes to 176lbs with an estimated wind load of
 18 sq.ft.

 My tower is the HD555 heavy-duty model made by U.S. Tower. It has an antenna
 weight limit of 200 lbs and a wind rating of 23.4 sq.ft at 75mph. The
 rotator is the Yaesu 2800.

 This setup "should" be within the towers rated limits, but I wanted to run
 the numbers by the group since there's a lot of experienced folks on this
 reflector.

 Thanks, Tony -K2MO


 _______________________________________________



 _______________________________________________
 TowerTalk mailing list
 TowerTalk@contesting.com
 http://lists.contesting.com/mailman/listinfo/towertalk


 _______________________________________________



 _______________________________________________
 TowerTalk mailing list
 TowerTalk@contesting.com
 http://lists.contesting.com/mailman/listinfo/towertalk




------------------------------

Message: 4
Date: Tue, 6 Jan 2026 19:38:38 -0800
From: "Steve Jones" <n6sj@earthlink.net>
To: "'Bruce Horn'" <bhorn@hornucopia.com>,      "'towertalk'"
        <TowerTalk@contesting.com>
Subject: Re: [TowerTalk] US Tower Weight / Wind Load Load Limits
Message-ID: <000e01dc7f87$20c6e350$6254a9f0$@earthlink.net>
Content-Type: text/plain;       charset="us-ascii"

Bruce, good point on #4, exposure:  Remigio told me if there are trees
around the tower, that really helps break up the wind.  Mine is enmeshed in
a forest of Douglas fir trees!  Nad below the top of the ridge, not on top.
73,
Steve



-----Original Message-----
From: TowerTalk <towertalk-bounces@contesting.com> On Behalf Of Bruce Horn
Sent: Tuesday, January 6, 2026 5:49 PM
To: towertalk <TowerTalk@contesting.com>
Subject: Re: [TowerTalk] US Tower Weight / Wind Load Load Limits

Hi,

I have a UST HDX-589 with a SteppIR DB36 at the top of a mast (potentially
105 ft level) and a Optibeam 16-3 side mounted at the 72 foot level.
However, I know these antennas exceed the engineering ratings for the tower
and therefore seldom crank the tower all the way up - the top antenna is
kept at about the 70 foot level, which results in overlap of multiple tower
sections. It's been up now for more than 30 years with various antenna
configurations and the only failure I've had is a broken rotator, but I live
in an area with relatively little wind.

Some things to consider:

1 - US Tower's engineering calcs show that it was calculated based on
TIA-222F. This is an outdated standard. The move to TIA-222G resulted in
significantly lower ratings for the same tower design. And now it appears
the most recent standard is 222I.

2 - the antenna windload specified by the manufacturer may have been
calculated using a different standard than the tower. The OB 16-3 has a
square cross-section boom and therefore has a greater windload than the same
antenna would have with a round boom.

3 - the calculated maximum tower load is for the entire load placed 1 foot
above the top of the tower. When you use a mast to place antennas at higher
levels, it derates the maximum wind load of the tower. You can't simply sum
the wind loads of the antennas.

4 - Tony, is your QTH in a windy area, or relatively calm area. On a ridge
top? Do other nearby structures/trees offer a wind break? All of these
factors influence to what degree you can live with professional engineering
limitations vs. the typical ham "engineering."

Good luck with your project. I like the OB 16-3 tribander.

73 de Bruce, WA7BNM   (bhorn@hornucopia.com)

----- Original Message -----
From: "Steve Jones" <n6sj@earthlink.net>
To: "Tony" <73guddx@gmail.com>, "towertalk" <TowerTalk@contesting.com>
Sent: Tuesday, January 6, 2026 3:53:53 PM
Subject: Re: [TowerTalk] US Tower Weight / Wind Load Load Limits

Tony,
When I put up my UST HDX-589 I spoke with Remigio Fernandez, their
structural engineer.  I put a SteppIR DB42 on top at 90 feet.  About 20+ sq
feet of wind load.  Remigio said if the weather forecast is for 50 mph or
higher gusts, lower the tower!  Otherwise it will be OK.  I have done this
for about 13 years and it hasn't failed yet.
Happy New Year es 73,
Steve
N6SJ

-----Original Message-----
From: TowerTalk <towertalk-bounces@contesting.com> On Behalf Of Tony
Sent: Monday, January 5, 2026 3:11 PM
To: TowerTalk@contesting.com
Subject: [TowerTalk] US Tower Weight / Wind Load Load Limits

All:

I plan on replacing my HF antenna with an Optibeam model 16-3 Yagi. It's an
interlaced 4/4/8 element Yagi that covers 20/15/10 meters. The antenna
weighs 130lbs with a 33 foot boom with a wind rating of 12.7 sq. ft at 75
mph.

I also plan on adding an additional 6M and 2 meter Yagi's above the HF Yagi
on an 18-foot mast. The specs for the 6M / 2M antennas are 30lbs 30ft boom
and 16lbs 21 ft boom. Windload is 5 and 2 sq.ft. at 75mph.

The total weight in antennas comes to 176lbs with an estimated wind load of
18 sq.ft.

My tower is the HD555 heavy-duty model made by U.S. Tower. It has an antenna
weight limit of 200 lbs and a wind rating of 23.4 sq.ft at 75mph. The
rotator is the Yaesu 2800.

This setup "should" be within the towers rated limits, but I wanted to run
the numbers by the group since there's a lot of experienced folks on this
reflector.

Thanks, Tony -K2MO


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------------------------------

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------------------------------

End of TowerTalk Digest, Vol 277, Issue 3
*****************************************

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