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ROHN 45GSR 10 Foot Self Supporting Tower

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Highlights

Hot Dip Galvanized
Flange Bolted Joints
Zig-Zag Rod Bracing
1-1/4" Solid Steel
Side Rails
16 3/4" Equalateral
Triangular Design
Can be used in:
Self Support Config

Price: $1,795.00
Manufacturer Code: 45SR010
Grounding:
Qty:
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ROHN 45SR010 Complete 45GSR 10 Foot Self Supporting Tower


This Product Order Supplies the Following BOM (Less Foundation and Installation) in accordance for Use as a Self Supporting 10 Foot ROHN 45GSR Tower with EPA's (Effective Projected Area) Ratings for 90-110 MPH (Rev.G/No Ice). Refer to Larger Image, Brochure or Footer Links at the Bottom of the Page below for Ice Loading and EPA Information.

(1) 45GSR10
(1) 45GSRSB
(2) BGK3G (optional)

This 45GSR Tower is to be used in a Self-Supporting Configuration according to Use and Foundation Specifications in the ROHN Catalog. This Height Configuration relies on a R-45GSRSB or 1/2 of a R-45GSR 10 Foot Section Embedded in a Concrete Foundation Specified by Engineering. As a Free-Standing, Self-Supporting Structure, a 70 MPH rated 45GSR Tower can rise to a maximum of 60 feet. Does not include Lightning Rod or Beacon Plate. Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Consult ROHN Self Supporting Catalog Link below.

 

 

Warranty Sheet

 
 

 

 

 

 

Specification Sheet
Spec Sheet
ROHN 45GSR 10 Foot Self Supporting Tower R-45SR010 ROHN 25G 45G 55G 65G Universal Side Arm Mount - SA253UA - $225.00

ROHN SA253UA Universal Side Arm Antenna Mount for 25G 45G 55G 65G Tower
Double Side Arm Mounts for lightweight broadband, scada and two-way antennas. Fits 25G, 45G, 55G and 65G towers. Extends 3' off the tower with 2.25 inch O.D. Pipe...

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ROHN 45GSR 10 Foot Self Supporting Tower R-45SR010 ROHN 25G 45G 55G Heavy Duty Universal House Bracket (18-36") - HBUTVRO - $318.00

ROHN HBUTVRO 18 to 36 inch Heavy Duty Universal Adjustable House Bracket
for Standoff up to 36", Specified for use in ROHN 25G 45G 55G Bracketed Tower Installations...

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ROHN 45GSR 10 Foot Self Supporting Tower R-45SR010 ROHN 3 Foot Side Arm Mount with 2 Tie-Backs R-KY1653A - $389.95

ROHN KY1653A 3 Foot Side Arm Antenna Mount
Side Arm Mount with two Tie-Backs for Antenna Mounting. Fits 45G and 45GSR towers. Extends 3' off the tower, supplied with a 3 foot by 2.375 inch (2-3/8") O.D. Pipe....

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ROHN 45GSR 10 Foot Self Supporting Tower R-45SR010 ROHN 45G Tower Face 2.375 inch O.D. Dish Mount DM45G2 - $275.00

ROHN DM45G2 Tower Face 2.375 inch O.D. Dish Mount
Face Mount includes 2 Angled Steel Cross-Members that Bolt directly to any of the 3 Faces of a 45G 45GSR Tower Section. 5 Foot x 2 inch STD (2-3/8 inch O.D.) Pipe connects with U-bolts and Brackets to Tower...

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ROHN 45GSR 10 Foot Self Supporting Tower R-45SR010 ROHN 45G Tower Face 4.0 inch O.D. Dish Mount DM454 - $388.00

ROHN DM454 Tower Face 4.5 inch O.D. Pipe Dish Mount
Face Mount includes 2 Angled Steel Cross-Members that Bolt directly to any of the 3 Faces of a Standard 45G Tower Section. 5 Foot x 4 inch STD (4.5 inch O.D.) Pipe connects with U-bolts to 45G Tower Section Brackets...

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ROHN 45GSR 10 Foot Self Supporting Tower R-45SR010 ROHN 45GSR Tower Tapered Top 45GSRTT - $395.00

ROHN 45GSRTT Tapered Top 

A  45GSR Tower Tapered Section bolts to top section of tower , comes with a 2 3/8" OD Pipe 1'1-1/2" tall...

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ROHN 45GSR 10 Foot Self Supporting Tower R-45SR010 ROHN Universal Straight / Tapered 3' Side Arm Mount SA324A - $595.00

ROHN SA324A Universal 3Straight/Tapered' Side Arm Antenna Mount 
Double Side Arm Mounts for WISP , broadband, scada and two-way antennas. Fits RT Light , Medium & Heavy  towers. Extends 3' off the tower - For tower legs  2.38 to 4.50" inch O.D. ...

 

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The Self-Supporting G-Series Towers offer an easy, low-cost solution to get light weight antennas in the air quickly. By using the G-Series tower as a self-supporting structure, you minimize land area usage. They are functional in a wide variety of wind speeds, with and without ice. See ROHN´s standard design to help identify the right structure for your project. Theses are the same sturdy, robust tower sections that ROHN has fabricated for years. Each larger model allows for more loading capacity.

 Wind Loading, Antenna Loading and Wind Survivability ratings vs. Height Documentation Provided by ROHN is available here as a Resource, but is by no means complete by itself or a susbstitution for Engineering Conducted Specific to your Application. Contact Us with any Questions you may have regarding Use prior to Purchase. All Information regarding the ROHN 45GSR Tower line, Parts and Accessories is as accurate and complete as we can possibly provide given that this Resource Offering is subject to change without Notice and is beyond Our Control.

 


 

ROHN Self Supporting Tower Rev.F

ROHN Self Supporting Tower Rev.G

DESIGN NOTES:
1.
Tower designs are in accordance with approved national standard ANSI/EIA-222-F.
2. All towers must have "fixed" bases. Pinned bases may not be used.
3. Designs assume transmission lines symmetrically placed as follows:
25G Tower - One 5/8" Line on each face ( Total =3)
45G Tower - One 7/8" Line on each face ( Total = 3 @ 7/8" & 3 @ 1/2")
55G & 65G Towers - Two 7/8" Lines on each face ( Total =6)
4. Antennas and mounts assumed symmetrically placed at tower apex.
5. Allowable antenna areas assume all round antenna members.
6. Allowable flat-plate antenna areas, based on EIA RS-222-C, may be obtained by multiplying areas shown by 0.6.
7. Standard foundation designs are based on Rev. F normal soil and Rev. G presumptive clay soil parameters. .

FEATURES:
o
Completely hot-dip galvanized after fabrication to provide absolute corrosion protection.
o Cross bracing is formed by a continuous solid rod bracing in a zig-zag pattern for strength.
o Pre-engineered loading charts meet varying individual specs and site conditions.
o Typical uses include small dishes, broadband, security and two-way communication.


ROHN 25G Buyers Guide



ROHN G-Series Self Supporting Towers


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This ROHN G-Series Self Supporting Towers Guide has will answer many questions you may have on this Product Line.


GUIDELINES FOR THE PREPARATION OF A GEOTECHNICAL REPORT

 

I. PURPOSE AND INTENT

a) The intended purpose of these guidelines is to assist the customer and/or owner to retain the services of a Geotechnical Engineer.

b) It is not ROHN´s purpose or intent to supercede the Geotechnical Engineer´s knowledge, judgement and/or experience. It is the Geotechnical Engineer´s responsibility to add or delete from these items, based on local site conditions and other factors.

c) Additional information is provided in ANSI/TIA-222-G Annex G "Geotechnical Investigations".

II. DISCLAIMER

a) ROHN will not accept any liability, either expressed or implied, for the use of, and omissions in, these guidelines.

III. EXPLORATORY BORINGS

a) Borings should be taken at tower legs for self-supporting towers and at the base and anchor points for guyed towers. For small self-supporting towers, two borings may suffice. For large self-supporting towers, one boring should be taken at each tower leg. A "small" self-supporting tower is assumed to have a face width less than 20 feet and a compression load less than 50 kips per leg. For pole structures, one boring may suffice.

b) The minimum boring depth should be 30 feet for pole structures, self-supporting towers and guyed tower bases. For guyed tower anchors, the minimum depth should be 15 feet. The actual depth of boring must be determined by the Geotechnical Engineer based on reactions, soil conditions and the type of foundation recommended.

c) If borings cannot be advanced to the desired depth, rock corings should be taken. Rock Quality Designation (RQD) values and compressive strengths should be determined.

IV. GEOTECHNICAL REPORT

a) The following properties, for each soil layer encountered, should be determined by field or laboratory testing and summarized in the geotechnical report:

1. Soil classification and elevations
2. Standard penetration values
3. Unconfined compression strength
4. Angle of internal friction
5. Cohesion
6. "In-Situ" soil density and moisture content
7. Rock quality designation (RQD) and percent rock sample recovered
8. Other properties unique to site conditions

b) The following items should be discussed in the geotechnical report:

1. Geological description of site
2. Observed and expected ground water conditions
3. Expected frost penetration depth
4. Corrosion potential of soil and corrosion protection recommendations
5. Site access and potential construction difficulties
6. Dewatering or site drainage requirements
7. Backfill material recommendations
8. Settlement considerations
9. Additional information to aid foundation designer
10. Recommended types of foundations
11. Design parameters for uplift, download and lateral load
12. Factor of safety considered when allowable vs. ultimate design parameters are provided
13. Recommended construction techniques and inspections

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