ROHN RSL50H60 Rohn RSL Catalog information

SS
SELF-SUPPORTING TOWERS - RSL
STANDARD RSL SELF-SUPPORTING TOWERS (field bolted)
COMPLETELY REDESIGNED
GENERAL USE
The ROHN RSL is a light weight self-supporting tower designed for use in broadband, public safety and security applications. The RSL reaches above line-of-site obstacles such as tree tops, hilly terrain and buildings. The RSL is shipped knocked down to reduce shipping cost and time.
RSL
FEATURES
Available in heights from 20’ up to 100’
U-shaped legs allows for simple lap splice connection
Available in standard and heavy models
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-dip galvanized
Assembly drawings provided with tower
Top closing angle standard with each tower package
Optional items are available and may be ordered separately:
Grounding kit
Accessory Shelf
Step Bolts
Safety Climbing System*
Top Post
Anti-Climb Brackets
Multiple Mounting Kits
Top Plate
Waveguide Brackets
Lightning Rod
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our website: www.rohnnet.com
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*Per Rev G requirements, any structure greater than 10’ requires a climber safety device.
© 2011 ROHN PRODUCTS LLC
SELF-SUPPORTING TOWERS - RSL
ORDERING INFO
1. Foundation bases must be ordered separately.
2. All accessories must be ordered separately including step bolt kits, safety climb systems, climbing harness with slider, grounding kits, lightning rods, top plate, top mast, mounting kits, W/G brackets, anti-climb assemblies, etc.
3. ROHN standard RSL tower kits are supplied with lock washers as nut locking devices. Pal nuts (P), anco nuts (A) and tri-loc nuts (T) are alternative nut locking devices that may be obtained by adding the
accordance with ANSI/TIA-222-G.) Example: RSL100L10A for Anco Nuts.
4. All three tower legs in each section have provision to install step bolts and a safety climb system. When step bolts are desired, one step bolt kit must be ordered for each section of the tower. Increase the number of step bolt kits accordingly when step bolts are desired on more than one tower leg of a section.
DESIGN NOTES
SS
RSL
All users are solely responsible for the installation, use, maintenance, inspection and other work and the compliance with all local, state and federal requirements.
summation of the projected areas of all antennas, mounts and accessories multiplied by appropriate drag factors. The tabulated EPA values are in addition to the loading from a 3/8 inch diameter safety cable assumed to be mounted to each standard tower. The tabulated EPA values are for a no-ice condition. For design purposes, the tabulated EPA values have been increased 75% when investigating extreme ice loading conditions.
3. The tabulated EPA values apply to towers located on sites with level grade (ANSI/TIA-222-G Topographic Category 1). Lower EPA values than tabulated would apply for roof mounted towers or for towers located
4. The RSL standard designs are based on one 1/2 inch transmission line for each 10 square feet of EPA up to a maximum of 6 lines unless otherwise noted. All lines are assumed to be symmetrically mounted on the tower faces adjacent to a leg.
5. The total weight of all antennas and mounts associated with the tabulated EPA values is assumed to equal 500 pounds for the no-ice condition and 1000 pounds for the extreme ice condition.
6. The tabulated EPA values assume the associated antennas and appurtenances are symmetrically mounted unless otherwise noted. Eccentric loading may increase member forces and may require a reduction of the tabulated EPA values. Mounting arrangements are assumed to be appropriate for the supporting members utilized. Contact ROHN if assistance is needed in determining the adequacy of a
7. The RSL standard top mast is designed to support a maximum EPA of 5 square feet with 100 pounds vertical load. Other optional top mounts are available upon request. All other loading is assumed to be mounted to the tower below the top mast.
8. The standard RSL tower kits that include dish loading criteria meet ANSI/TIA-222-G twist and sway requirements for a 6 GHz dish frequency. All dishes are assumed to be face mounted. Contact ROHN for assistance with higher frequency or other mounting arrangement applications.
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© 2011 ROHN PRODUCTS LLC
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SELF-SUPPORTING TOWERS - RSL
RSL-D01 R4
100
90
80
70
60
50
40
30
20
to a maximum recommended value of 80 (ft2). EPA values shown as “ - ”
indicate tower kit is not applicable for the corresponding wind speed.
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TUBE BRACING
CLASS I LOADING
®
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© 2011 ROHN PRODUCTS LLC
SELF-SUPPORTING TOWERS - RSL
RSL-D02 R3
90
80
SS
70
60
50
40
30
20
to a maximum recommended value of 80 (ft2). EPA values shown as “ - ”
indicate tower kit is not applicable for the corresponding wind speed.
TUBE BRACING
CLASS II LOADING
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© 2011 ROHN PRODUCTS LLC
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SELF-SUPPORTING TOWERS - RSL
RSL-D03 R3
100
90
80
70
60
50
40
30
20
to a maximum recommended value of 80 (ft2). EPA values shown as “ - ”
indicate tower kit is not applicable for the corresponding wind speed.
180
ANGLE BRACING
CLASS I LOADING
®
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© 2011 ROHN PRODUCTS LLC
SELF-SUPPORTING TOWERS - RSL
RSL-D04 R3
90
80
SS
70
60
50
40
30
20
to a maximum recommended value of 80 (ft2). EPA values shown as “ - ”
indicate tower kit is not applicable for the corresponding wind speed.
ANGLE BRACING
CLASS II LOADING
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SECTION
P/N
R10H
R9H
R8H R7H
R6H
R5H
R4H R3H
R2H
R1H
LEGS
U 2 3/4" X 1/4" U 2 3/4" X 1/4" U 2 3/4" X 1/4"
U 2 3/4" X 3/16" U 2 3/4" X 3/16"
U 2 3/4" X 3/16" U 2 3/4" X 3/16"
U 2 3/4" X 3/16" U 2 3/4" X 3/16"
U 2 3/4" X 3/16"
BRACES
1 1/4"Ø X 16GA. 1 1/4"Ø X 16GA.
1 1/4"Ø X 16GA.
1 1/4"Ø X 16GA.
1 1/4"Ø X 16GA. 1 1/4"Ø X 16GA. 1 1/4"Ø X 16GA.
1 1/4"Ø X 16GA. 1 1/4"Ø X 16GA.
1 1/4"Ø X 16GA.
SELF-SUPPORTING TOWERS - RSL
30"
33"
36"
39"
42"
45"
48"
21"
24"
27"
RSL TOWER DESIGN LOADING
ACCORDING TO ANSI/TIA-222-G
STRUCTURE CLASSIFICATION = II
EXPOSURE CATEGORY = C
TOPOGRAPHIC CATEGORY = 1 3-SECOND GUST WIND SPEED WITH ICE = 40 MPH DESIGN ICE THICKNESS = 1.0" EARTHQUAKE SPECTRAL RESPONSE ACCELERATION, Ss = 2.50 RSL - D05 RO
HIGH
HEIGHT
(FT)
90
80
70
60
50
40
30
20
SECTIONS
R1H - R9H
R2H - R10H
R1H - R8H R2H - R9H
R3H - R10H HP4 RSL80H30 10 - - - - -
R1H - R7H R2H - R8H R3H - R9H
R4H - R10H HP4 RSL70H40
R1H - R6H R4H - R9H
R5H - R10H HP4 RSL60H50 48 30 18 8 - -
R1H - R5H R5H - R9H HP4 RSL50H59
R6H - R10H HP4 RSL50H60 78
R1H - R4H
R7H - R10H HP4 RSL40H70 80 80 59 39 23
R1H - R3H HP4 RSL30H13 80 63 48 37 28 20
R8H - R10H HP4 RSL30H80 80 80 74 53 37
R1H - R2H
R9H - R10H HP4 RSL20H90 80 80 80 69 52 39
PERFORMANCE DISH LOCATED
10 FT BELOW
TOWER TOP
HP2 HP2 HP2 HP2
HP2 HP2 HP2
HP2 HP4 RSL60H49 43
HP4 RSL50H15 31 18 8 - - -
HP4 RSL40H14
HP4 RSL20H12 80 80 80
TOWER KIT
P/N
RSL90H19 RSL90H207----­RSL80H18 7 - - - - ­RSL80H29
RSL70H17 10 - - - ­RSL70H28 20 10 - - ­RSL70H39 31
RSL60H16 25 13
The tabulated allowable effuctive projected areas (EPA) are limited
to a maximum recommended value of 80 (ft
ALLOWABLE EFFECTIVE PROJECTED AREA (FT²) 3-SECOND GUST WIND
SPEED WITHOUT ICE (MPH)
90 100 110 120 130 140
5
-----
6
17
27 12
72
51
--
19 9
--­5
15
27
50 35 23 55
39 26
36 25
2
). EPA values shown in
-
---
--­6
--
14 11
16
8-
75
61
11
24 48
the table are in addition to the specified high performance dish.
EPA values shown as “ - ” indicate tower kit is not applicable for the
corresponding wind speed.
-
-
-
-
7
-
182
51"
FACE
WIDTH
®
HEAVY TUBE BRACING
DISH LOADING
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© 2011 ROHN PRODUCTS LLC
SELF-SUPPORTING TOWERS - RSL
SECTION
P/N
RA10H
RA9H
RA8H RA7H
RA6H
RA5H
RA4H RA3H
RA2H
RA1H
LEGS
U 2 3/4" X 1/4" U 2 3/4" X 1/4" U 2 3/4" X 1/4"
U 2 3/4" X 3/16" U 2 3/4" X 3/16"
U 2 3/4" X 3/16" U 2 3/4" X 3/16"
U 2 3/4" X 3/16" U 2 3/4" X 3/16"
U 2 3/4" X 3/16"
BRACES
L 1 3/4" X 3/16" L 1 3/4" X 3/16" L 1 3/4" X 1/8"
L 1 3/4" X 1/8" L 1 3/4" X 1/8"
L 1 3/4" X 1/8" L 1 3/4" X 1/8"
L 1 1/2" X 1/8" L 1 1/2" X 1/8"
L 1 1/2" X 1/8"
SS
21"
24"
27"
30"
33"
36"
39"
42"
RSL TOWER DESIGN LOADING
ACCORDING TO ANSI/TIA-222-G
STRUCTURE CLASSIFICATION = II EXPOSURE CATEGORY = C TOPOGRAPHIC CATEGORY = 1 3-SECOND GUST WIND SPEED WITH ICE = 40 MPH DESIGN ICE THICKNESS = 1.0" EARTHQUAKE SPECTRAL RESPONSE ACCELERATION, Ss = 2.50
HIGH
HEIGHT
(FT)
90
80
70
60
50
40
30
20
SECTIONS
RA2H - RA10H
RA1H - RA8H RA2H - RA9H
RA3H - RA10H HP4 RSL80AH30
RA1H - RA7H RA2H - RA8H RA3H - RA9H
RA4H - RA10H HP4 RSL70AH40
RA1H - RA6H RA4H - RA9H
RA5H - RA10H HP4 RSL60AH50 43 26 13 - - -
RA1H - RA5H RA5H - RA9H HP4 RSL50AH59 68
RA6H - RA10H HP4 RSL50AH60 74 50 34
RA1H - RA4H
RA7H - RA10H HP4 RSL40AH70 80 80
RA1H - RA3H HP4 RSL30AH13 80 62 47 35
RA8H - RA10H HP4 RSL30AH80 80 80 80 80 68
RA1H - RA2H
RA9H - RA10H HP4 RSL20AH90 80 80 80 80 80
PERFORMANCE
DISH LOCATED
10 FT BELOW
TOWER TOP
HP2* HP2*
HP2
HP2 HP2 HP2
HP2
HP4 RSL60AH49 39
HP4 RSL50AH15
HP4 RSL40AH14 50 34
HP4 RSL20AH12 80 80 80 74 60 47
TOWER KIT
P/N
90 100 110 120 130 140 RSL90AH200----­RSL80AH180----­RSL80AH29
RSL70AH17 RSL70AH28 RSL70AH39 28
RSL60AH16 20 10 - - - -
12
6 6
17
21
29
RSL - D06 RO
ALLOWABLE EFFECTIVE PROJECTED AREA (FT²)
3-SECOND GUST WIND
SPEED WITHOUT ICE (MPH)
---
-----
----
5
---
4---
14
8---
10 - - -
22
15
4---
46
31 20 10 -
22 67
22 12 13 50 37
-
6
27
-
-
-
-
5
­27 20 49
67
45"
The tabulated allowable effuctive projected areas (EPA) are limited
to a maximum recommended value of 80 (ft
the table are in addition to the specified high performance dish.
EPA values shown as “ - ” indicate tower kit is not applicable for the
corresponding wind speed.
48"
51"
FACE
WIDTH
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© 2011 ROHN PRODUCTS LLC
HEAVY ANGLE BRACING
DISH LOADING
2
). EPA values shown in
®
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SELF-SUPPORTING TOWERS - RSL
OPTIONAL ACCESSORIES
TOP PLATE KIT
RTP12 RTP07 RTP34 RTP08 RTP56 RTP09
Mounts to top closing angles provided with
TB3 and TB4 thrust bearings. Kit includes plate and attachment hardware.
TOP MAST KIT
RSLTMA
2.38” O.D. x 0.154” wall x 3’ mast mounts to top plate kit. Top plate kit must be
ordered separately.
LEG MOUNT
RSLM-DLM
Mounting pipe: 2.38” O.D. x 0.154” wall x 5’ long mounting pipe.
ACCESSORY SHELF
RASK12 RASK34 RASK05
Mounts to tower legs at approximately 4’ - 6” below top. Kit includes plate and attachment hardware. Top plate,
if required, must be ordered separately.
FRAME MOUNT
RSLM-3FM
10’ Frame mount with
1.90” O.D. x 0.145“ wall x 10’ horizontal pipe with 2.38” O.D. x 0.154“ wall x 5’ mounting pipes.
FACE MOUNT
RSLM-DFML
Face Mount with 2.38” O.D. x 0.154“ wall x 5’ long mounting pipe.
RSLM-DFMH
Face Mount with 4.5” O.D. x 0.237” wall x 5’ mounting pipe.
SINGLE ARM MOUNT
RSLM-SAM
3’ single arm with 1.50” O.D. x 0.120” wall x 10’ horizontal pipe.
SIDE ARM MOUNT
RSLM-3SA
3’ Side Arm Mount with
1.90” O.D. x 0.145” wall x 8’ horizontal pipe and 2.38“ O.D. x 0.154” wall x 5’ mounting pipe.
LEG MOUNTED BRACKET
RSLM-LMB
Leg mounted bracket with a 1.90” O.D. x 0.154” wall x 6” mounting post.
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Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard
© 2011 ROHN PRODUCTS LLC
SELF-SUPPORTING TOWERS - RSL
OPTIONAL ACCESSORIES
SS
SECTOR MOUNT
RSM1 RSM3 RSM2 RSM4
Mount can accomodate up to (12) 5’ mounting pipes. Brackets and U-bolts at corners are provided with this kit. Additional mounting kits (RSMBK) and pipes must be ordered separately.
LIGHTNING ROD
LRCL
5’ Copper clad, mounts to top closing angles.
RSMBK (Typ)
TIE BACK ASSEMBLY
RSLTBA
Dish tie back bracket. Clamps to a leg at any location. Includes (1) bracket with required mounting hardware.
WAVEGUIDE BRACKETS
RSWGB
Includes (1) 3-hole bracket with required mounting hardware. Mounts to pre-punched holes in leg.
1/4”
2
(3) 7/16” holes (3) 3/4” holes
CLIMBING HARNESS
TTFBH-4D
(Journeyman Harness)
TTFBH-C/P (Professional Harness)
SAFETY CABLE SLIDER WITH CARABINEER
TT-WG-500-W/SMC
ANTI-CLIMB BRACKETS
RACW
Brackets to be used with barbed or razor wire (wire not included). Kit includes (3) outer and (3) inner brackets with required mounting hardware.
Barbed wire shown installed.
STEP BOLT KIT
RSLSTEP
One kit consists of (10) 5/8” x 7” steps for one 10’ tower section. Order one kit for each section of tower for step bolts on one leg.
SAFETY CABLE SYSTEMS
Tower Height
20’ - 50‘
60’ - 100’
Part Number
TTRSL50
TTRSL100
RSL GROUNDING KIT
RGKG (3 LEG KIT) RGKG-1 (1 LEG KIT)
Grounding kit, per Rev. G, 5/8” x 10’ ground rods, 7/16” IWRC stranded galvanized ground leads and clamps.
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185
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SELF-SUPPORTING TOWERS
FOUNDATION INFORMATION
Horizontal Brace used
for leveling
9.5”
4”
Final Grade
Double nut base used for leveling
Embedment Angles
A
(square)
SHORT BASE
C
B
Center of Foundation and Tower
Short Base Leg
3’ - 9 1/2”
Horizontal #7 bars equally
spaced each way top & bottom.
4’ - 4”
Anchor base option includes: full-size template, anchor bolt
ANCHOR BASE
Full size
template
lower template, anchor bolts and leg stubs.
C
Center of Foundation and Tower
B
A
(square)
STANDARD RSL SELF-SUPPORTING TOWERS (field bolted)
186
SHORT BASE
(Ordered separately from tower)
Short Base
Section
RSB02
RSB03
RSB04
RSB05
RSB06
RSB07
RSB08
RSB09
RSB10
Standard foundations illustrated are for general information purposes only.
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STANDARD FOUNDATION INFORMATION
(Used with short base and anchor base options)
Tow er
Base Section
2
3
4
5
6
7
8
9
10
Actual details are provided with tower assembly drawings.
Dimensions
A
7’ - 6”
7’ - 9”
8’ - 0”
8’ - 3”
8’ - 6”
8’ - 6”
9’ - 6”
9’ - 9”
10’ - 0”
B
3’ - 9”
3’ - 10
4’ - 0”
4’ - 1
4’ - 3”
4’ - 3”
4’ - 9”
4’ - 10
5’ - 0”
© 2011 ROHN PRODUCTS LLC
1/2
1/2
1/2
2’ - 5”
2’ - 5”
2’ - 5”
2’ - 5”
2’ - 4”
2’ - 3”
2’ - 7”
2’ - 7”
2’ - 7”
C
Concrete
(Cu. Yds)
9.0
9.6
10.3
10.9
11.6
11.6
14.5
15.3
16.0
Bars Req.
ANCHOR BASE
(Ordered separately from tower)
No. 7
Leg Stubs
& Anchors
32
40
40
40
40
40
40
48
48
RAL02
RAL03
RAL04
RAL05
RAL06
RAL07
RAL08
RAL09
RAL10
SELF-SUPPORTING TOWERS
OPTIONAL ITEMS
MUST BE ORDERED SEPARATELY
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RSLAKITS R2
ROHN standard RSL tower kits are supplied with lock washers as nut locking devices. Pal nuts (P), ANCO nuts (A) and Tri-Loc
kit part number. Nut locking devices are required in accordance with ANSI/TIA-222-G.
®
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© 2011 ROHN PRODUCTS LLC
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