60 Foot Light Pole - Sports Light Pole or High Mast Pole - Soccer or Football Field Ready - Includes crossbeams for Stadium lights
These poles are oversize and do not qualify for free shipping, please call for shipping information.
Here is a
Sample Sports Light Design Document. (Yours will be different, they are done unique for each project based on location, wind rating, mount type, number of lights and more.)
Soccer or Football Field Ready - Field Idea
Pair 4 of these Poles, plus 32 pieces (42fc average) to 40 (60fc average) of our 1200 watt Stadium lights to build an amazing stadium light setup.
We can also do 6 or 8 pole configurations at lower heights. Higher heights are required if field has stands. Contact us for details.
Built to order, below is examples of the details that are considered;
TOWER DESIGN NOTES
1. Tower designed for Exposure C to the TIA-222-G Standard.
2. Tower designed for a 90 mph basic wind in accordance with the TIA-222-G Standard.
3. Tower is also designed for a 40 mph basic wind with 0.25 in ice. Ice is considered to
increase in thickness with height.
4. Deflections are based upon a 60 mph wind.
5. Tower Structure Class II.
6. Topographic Category 1 with Crest Height of 0.000 ft
7. Connections use galvanized A325 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.
8. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM
A153 Standards.
9. TOWER RATING: 88.6%
The tower is a monopole.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
Basic wind speed of 90 mph.
Structure Class II.
Exposure Category C.
Topographic Category 1.
Crest Height 0.000 ft.
Nominal ice thickness of 0.250 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 40 mph is used in combination with ice.
Temperature drop of 50 F.
Deflections calculated using a wind speed of 60 mph.
Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC
Specifications..
Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM Aandards..
A non-linear (P-delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in pole design is 1.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered
Minimalist Design works in any area
Warranty 5 Years
Rugged Grade LED products. Industrial Grade solutions
Designed in the USA. Copyright 2012-2025
![[history_item_name]](/cdn-cgi/image/format=auto/assets/templates/common-core/images/spacer.gif)
