ROHN RSL 50 Foot Heavy Duty Angle Brace Tower Kit - RSL50AH60
ROHN RSL50AH60 Complete 50 Foot Heavy Duty Angle Bracing Tower
U-Shaped Legs allows for simple lap splice connection. Pre-punched holes for attachment of safety climb systems, mounting kits, etc., braces for each section are the same length, while bolt lengths are standard throughout the tower. Tower material is Hot-Dipped Galvanized, Assembly drawings provided with tower, top closing angle standard with each tower package.
Structure Classification – 11
Exposure Category – C
Topo-Graphic Category - 1
3-Second Gust Wind Speed -w- Ice - 40 MPH
Design Ice Thickness - 1"
Earthquake Spectral Response Acceleration - 2.50
Heavy Tube Bracing Dish Loading
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RSL50AH60 50 Foot Heavy-Duty Angle Bracing Tower |
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Sections |
R6AH – Heavy Duty (Angle) Section 6 R7AH – Heavy Duty (Angle) Section 7 R8AH – Heavy Duty (Angle) Section 8 R9AH – Heavy Duty (Angle) Section 9 R10AH – Heavy Duty (Angle) Section 10 |
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Bolt Kits |
5 |
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Top Kit |
RSLH6A |
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ACWS Anti-Climb Warning Sign |
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Assembly Guide |
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OPTIONS |
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Short Base |
RSB10 |
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Anchor Bolts |
RAL10 |
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Grounding Kits |
Grounding Kit (3 Leg) Grounding Kit (1 Leg) |
RGKG RGKG-1 |
Site-specific designs are available upon request
Optional Accessories are available and may be ordered separately:
*Per Rev G requirements, any structure greater than 10', requires a climber safety device.
Self-Supporting Towers are limited in Height due to the nature of Antenna and Ice loads versus the Cantilever Nature Of Wind against them, offset by the weight of the Foundation and the cohesiveness of the soil to prevent the chance of tower tip over, as well as the strength of the tower members to withstand these Forces against them.
ROHN Tower Kits are designed based on assumptions made regarding Wind Speed, EPA (Antenna Load), Height, Standard Soil Conditions, Surrounding Environment and Duty. The Pre-packaged Kits contain the parts called for based on this Stock Design. The Stock Design of these Kits does not account for the Variations of Historic Windspeed, Number of Antenna(e) Loading at Specific Height(s), Soil Engineering recommendations, Adjacent Structures, Communications Purpose, or Geo-Political Rules, Laws and Codes That will be Applicable to Your Project. It is Recommended that you take the time to engage an local Engineer that has the expertise and available Information necessary to evaluate the Stock design for Applicability, fill out this form and send it to support@3starinc.com
| RSL TOWER DESIGN LOADING HEAVY ANGLE BRACING ACCORDING TO ANSI/TIA-222-G |
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| Height | Sections | High Performance Dish located 10 below tower top | Tower Kit | Allowable EPA | |||||
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| 3 Second Gust Wind Speed | |||||||||
| 90 | 100 | 110 | 120 | 130 | 140 | ||||
| 90 | RA2H-RA10H | HP2 | RSL90AH20 | 0 | - | - | - | - | - |
| 80 | RA1H-RA8H | HP2 | RSL80AH18 | 0 | - | - | - | - | - |
| RA2H-RA9H | HP2 | RSL80AH29 | 12 | - | - | - | - | - | |
| RA3H-RA10H | HP4 | RSL80AH30 | 6 | - | - | - | - | - | |
| 70 | RA1H-RA7H | HP2 | RSL70AH17 | 6 | - | - | - | - | - |
| RA2H-RA8H | HP2 | RSL70AH28 | 17 | 5 | - | - | - | - | |
| RA3H-RA9H | HP2 | RSL70AH39 | 28 | 14 | 4 | - | - | - | |
| RA4H-RA10H | HP4 | RSL70AH40 | 21 | 8 | - | - | - | - | |
| 60 | RA1H-RA6H | HP2 | RSL60AH16 | 20 | 10 | - | - | - | - |
| RA4H-RA9H | HP4 | RSL60AH49 | 39 | 22 | 10 | - | - | - | |
| RA5H-RA10H | HP4 | RSL60AH50 | 43 | 26 | 13 | - | - | - | |
| 50 | RA1H-RA5H | HP4 | RSL50AH15 | 29 | 15 | 4 | - | - | - |
| RA5H-RA9H | HP4 | RSL50AH59 | 68 | 46 | 31 | 20 | 10 | - | |
| RA6H-RA10H | HP4 | RSL50AH60 | 74 | 50 | 34 | 22 | 12 | 5 | |
| 40 | RA1H-RA4H | HP4 | RSL40AH14 | 50 | 34 | 22 | 13 | 6 | - |
| RA7H-RA10H | HP4 | RSL40AH70 | 80 | 80 | 67 | 50 | 37 | 27 | |
| 30 | RA1H-RA3H | HP4 | RSL30AH13 | 80 | 62 | 47 | 35 | 27 | 20 |
| RA8H-RA10H | HP4 | RSL30AH80 | 80 | 80 | 80 | 80 | 68 | 49 | |
| 20 | RA1H-RA2H | HP12 | RSL20AH12 | 80 | 80 | 80 | 74 | 60 | 47 |
| RA9H-RA10H | HP13 | RSL20AH90 | 80 | 80 | 80 | 80 | 80 | 67 | |
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