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C-⁠Piles vs. W-⁠Beams vs. Ground Screws | Mona Steel

Compare C-⁠piles, U-⁠piles, W-⁠Beam piles and ground screws for ground-mount solar by cost, load capacity, soil conditions and installation speed.

By the Mona Steel team · Published · 7 min read

The foundation is one of the biggest line items on a ground-mount solar project, and it sits squarely on the critical path. Choosing the right foundation type affects steel tonnage, installation speed, equipment and long-term performance. Here is a practical comparison of the most common options.

The options at a glance

Table 1 — The options at a glance
Foundation How it’s made Best suited for Key advantages Watch-outs
W-⁠Beam pile Hot-⁠rolled wide flange Single-axis trackers, higher loads, harder driving High section strength, widely specified Heavier, more steel per pile
C-⁠pile / U-⁠pile Cold-⁠formed (roll formed) Fixed-tilt and moderate loads Light, efficient in volume, flexible hole patterns Less robust in very hard driving conditions
Ground screw Helical steel screw Varied terrain, sensitive or temporary sites No concrete, low disturbance, removable Rocky soils may need pre-drilling
Concrete pier Drilled and poured Poor soils, special cases Very high capacity Slow, labor-intensive, cure time

W-Beam piles

Hot-⁠rolled W-⁠Beams (wide flange sections) are the workhorse of utility-scale solar, especially under single-axis trackers. Their section properties handle high wind uplift and lateral loads, and they tolerate tougher driving conditions. Common grades include ASTM A572 Grade 50 and A992, hot-⁠dip galvanized per ASTM A123.

C-piles and U-piles

Cold-⁠formed C- and U-⁠sections are produced by roll forming, which makes them efficient to manufacture in the huge volumes solar projects require. They are lighter than comparable W-⁠Beams and can be punched inline with perforations and slots, giving installers adjustable bracket heights. They are a strong fit for fixed-tilt systems and moderate loads.

Ground screws

Helical ground screws are twisted into the ground rather than driven. They eliminate concrete and cure time, cause little site disturbance and can be removed at end of life. They work well on uneven terrain and in many soil types, though very rocky or cemented soils may require pre-drilling.

Six factors that drive the decision

  1. Geotechnical conditions. Soil type, refusal risk and corrosivity from your geotechnical report narrow the options quickly.
  2. Structural loads. Wind, seismic and module loads (and snow, where it applies) determine the required section.
  3. Racking system. Your racking or tracker manufacturer will specify compatible pile sections and hole patterns.
  4. Corrosion and design life. Soil corrosivity and a 25- to 40-⁠year design life set the galvanizing thickness or corrosion allowance.
  5. Installation equipment and crews. Pile drivers, screw drivers and crew experience all affect speed and cost.
  6. Pile load testing. Axial, tension and lateral load tests on site confirm embedment depth and can often reduce steel quantities.

The bottom line

There is no universal best foundation. The right choice comes from the geotech report, the racking design and your installation plan. Involve your foundation steel supplier early: section, length and coating decisions made during design have a direct effect on cost and schedule.

Planning a solar project? Mona Steel supplies galvanized C-⁠piles, U-⁠piles, W-⁠Beam piles and ground screws to your racking manufacturer’s specs, with staged deliveries by block. Request solar pricing.

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  • DXF
  • DWG
  • STEP
  • PDF
  • XLS/CSV
  • ASTM A992
  • A572 Gr. 50
  • A36
  • A500 Gr. B/C
  • A513
  • A53
  • A1011
  • A1008
  • A653 G90
  • A786
  • A588
  • A123 hot-⁠dip galvanizing