StadiumPro V Series Stadium LED Lights + 60-Foot Steel Sports Light Pole - 162+ Lumens/Watt Efficiency per Fixture - Premium Sports & Stadium Lighting - Soccer, Football & Multi-Field Ready Includes Crossbeams for 40x 500W LED Fixtures
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(Each pole is custom-engineered for your project based on location, wind rating, mounting type, number of fixtures, and other site-specific requirements.)
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
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