- One piece welded design.
- Galvanized 1 1/2 in I.D. Schedule 40 pipe construction.
- 2 in. x 4 1/4 in. channel mounting plates.
- Includes standard clamp kit for up to 3 1/2 in legs.
- Mounts on both vertical and tapered towers, angle, and round members.
- Adapter Kits available for angle or larger tower legs, See Adaptor Sets.
- Sold as each.
Engineering Specs:

Average Assembly Weight: 23 LBS
Max Combined Load Weight: 145 LBS
Max Combined Load Force (P*A): 505 LBS
Max Combined Load Area @ 140mph (3 Sec. Gust): 1,451 Sq.-In (P=0.348 LBS./In.2)
Max Combined Load Area @ 150mph (3 Sec. Gust): 1,263 Sq.-In (P=0.400 LBS./In.2)
Max Projected Assembly Area: 61 Sq. In. (EPAT)
Max Normal Projected Assembly Area: 137 Sq. In. (EPAN)
Load rating determined in accordance with TIA-EIA-222-G, FL Bldg Code 2004, and A.S.C.E. 7-05

- One piece welded design.
- Galvanized 1 1/2 in I.D. Schedule 40 pipe construction.
- 2 in. x 4 1/4 in. channel mounting plates.
- Includes standard clamp kit for up to 3 1/2 in legs.
- Mounts on both vertical and tapered towers, angle, and round members.
- Adapter Kits available for angle or larger tower legs, See Adaptor Sets.
- Sold as each.

Engineering Specs:
Average Assembly Weight: 30 LBS
Max Combined Load Weight: 120 LBS
Max Combined Load Force (P*A): 445 LBS
Max Combined Load Area @ 140mph (3 Sec. Gust): 1,279 Sq.-In (P=0.348 LBS./In.2)
Max Combined Load Area @ 150mph (3 Sec. Gust): 1,113 Sq.-In (P=0.400 LBS./In.2)
Max Projected Assembly Area: 61 Sq. In. (EPAT)
Max Normal Projected Assembly Area: 183 Sq. In. (EPAN)
Load rating determined in accordance with TIA-EIA-222-G, FL Bldg Code 2004, and A.S.C.E. 7-05

- One piece welded design.
- Galvanized 1 1/2 in I.D. Schedule 40 pipe construction.
- 2 in. x 4 1/4 in. channel mounting plates.
- Includes standard clamp kit for up to 3 1/2 in legs.
- Mounts on both vertical and tapered towers, angle, and round members.
- Adapter Kits available for angle or larger tower legs, See Adaptor Sets.
- Sold as each.

Engineering Specs:

Average Assembly Weight: 42 LBS
Max Combined Load Weight: 90 LBS
Max Combined Load Force (P*A): 350 LBS
Max Combined Load Area @ 140mph (3 Sec. Gust): 1,006 Sq.-In (P=0.348 LBS./In.2)
Max Combined Load Area @ 150mph (3 Sec. Gust): 875 Sq.-In (P=0.400 LBS./In.2)
Max Projected Assembly Area: 77 Sq. In. (EPAT)
Max Normal Projected Assembly Area: 275 Sq. In. (EPAN)
Load rating determined in accordance with TIA-EIA-222-G, FL Bldg Code 2004, and A.S.C.E. 7-05

- One piece welded design.
- Galvanized 1 1/2 in I.D. Schedule 40 pipe construction.
- 2 in. x 4 1/4 in. channel mounting plates.
- Includes standard clamp kit for up to 3 1/2 in legs.
- Mounts on both vertical and tapered towers, angle, and round members.
- Adapter Kits available for angle or larger tower legs, See Adaptor Sets.
- Sold as each.

- One piece welded design.
- Galvanized 1 1/2 in I.D. Schedule 40 pipe construction.
- 2 in. x 4 1/4 in. channel mounting plates.
- Includes standard clamp kit for up to 3 1/2 in legs.
- Mounts on both vertical and tapered towers, angle, and round members.
- Adapter Kits available for angle or larger tower legs, See Adaptor Sets.
- Sold as each.

Engineering Specs:
Average Assembly Weight: 53 LBS
Max Combined Load Weight: 25 LBS
Max Combined Load Force (P*A): 100 LBS
Max Combined Load Area @ 140mph (3 Sec. Gust): 287 Sq.-In (P=0.348 LBS./In.2)
Max Combined Load Area @ 150mph (3 Sec. Gust): 250 Sq.-In (P=0.400 LBS./In.2)
Max Projected Assembly Area: 77 Sq. In. (EPAT)
Max Normal Projected Assembly Area: 380 Sq. In. (EPAN)
Load rating determined in accordance with TIA-EIA-222-G, FL Bldg Code 2004, and A.S.C.E. 7-05