Section of the table from the Solispec engine (Lutsk)

Ground plant · Lutsk

A 5 kW ground-mounted solar plant in Lutsk: structure, materials, cost

10 Ulica UL-620M-132DDGN (dual glass bifacial) panels (6.20 kW) on 1 table of 2 × 5. Snow and wind per the DBN for Lutsk: S₀ 1,240 Pa, W₀ 480 Pa.

Power
6.20kW
Steel
264.2kg
Posts
10
Bolts
84
Materials
33,322₴
Yield
6,665kWh/year

Ground frame designer

Design the 5 kW plant in the builder

Opens the 2 × 5 table with the Ulica UL-620M-132DDGN (dual glass bifacial) panel and the loads for Lutsk.

  • No sign-up
  • Snow and wind check
  • Drawings and estimate

Panel

Ulica UL-620M-132DDGN (dual glass bifacial): 620 W, 2,382 × 1,134 mm, portrait.

The table's structure

Layout1 table, each 2 × 5 = 10 panels
Loads (DBN V.1.2-2:2006)snow S₀ 1,240 Pa, wind W₀ 480 Pa, frost depth 0.9 m
PostsTube 60×60×2
RaftersC-channel 60×40×2
Purlins and bracesC-channel 60×40×2
Frames5 frames, pitch up to 1,370 mm
Posts10
Footings (bored concrete)10 pcs, Ø300 mm, depth 1,200 mm
Concrete0.93 m³
Tilt30°
Panel bottom / post top600 / 2,287 mm
Panel field size5,890 × 3,102 mm
Row spacing between tables (no shade on 21 December)12,620 mm at noon · 14,840 mm ±2 h
Steel264.2 kg
BoltsM10 — 60, M8 — 24
Panel clampsend 8, middle 16
Materials33,322 UAH
With installation and delivery50,002 UAH
Per 1 kW8,065 UAH/kW
Yield1,075 kWh/kW · 6,665 kWh/year

Checks and cautions

CheckValueStatus
Strength σ/fy39%passes
Deflection / (L/200)21%passes
Rafter strength82%with a caution
Post utilisation16%passes
Utilisation88%with a caution
Depth vs frost depthokpasses
  • Rafter profileThe rafter is used above 80 %, or the frame's posts stand far apart: the structure passes, but the margin is small.Rafter C-channel 60×40×2: span between posts 2 276, cantilever 824 mm → strength 82%.
  • Embedment, mmThe footing resists wind uplift at above 80 % utilisation, or it is shallower than the frost depth. The soil resistance in the calculation is an estimate — check the soil on site.Foundation Ø300 × 1 200: 0.085 m³ of concrete per post. Wind uplift on the front post ≈ 9.1 kN (with γ=1.5) vs ≈ 10.3 kN (concrete weight + soil friction, estimate) → 88%.

Bill of materials

MarkPartProfileLength, mmQuantity
П1Front postTube 60×60×22,3745
П2Rear postTube 60×60×23,5125
Кр1Rafter (inclined beam)C-channel 60×40×23,9245
Пк1Frame strutC-channel 60×40×21,8185
Х1Longitudinal brace (cross)C-channel 60×40×22,1474
Р1Purlin (rail)C-channel 60×40×25,8904
—Bolt M10×25 set · purlins, braces, connectors——2
—Bolt M10×80 set · purlin to rafter——20
—Bolt M10×90 set · strut to post — through spacer inserts——5
—Bolt M10×130 set · post–rafter — through spacer inserts——20
—Bolt M10×140 set · strut to rafter — through spacer inserts——5
—Bolt M10×150 set · brace to post — through spacer inserts——8
—End clamp 30 mm——8
—Mid clamp (30–40 mm)——16
—Bolt M8×50 + channel nut——24
—Concrete for 10 posts, Ø300×1200——0.93 m³

Profile cutting

16 bars of 6,000 mm, 90.3 m of profile in total.

  • Tube 60×60×25 bars
  • C-channel 60×40×211 bars

Estimated cost

Materials
33,322₴
With installation and delivery
50,002₴
Per 1 kW
8,065UAH/kW

The engine's estimate has 22 lines; the full list is in the builder. Prices are the typical market prices built into the Solispec engine, as of 06.10.2026; no margin, no VAT.

Yield

Yield: 1,075 kWh per 1 kW a year, ≈ 6,665 kWh a year in total for Lutsk (tilt 30°, the optimum for the latitude is 35.8°).

A preliminary calculation; a design needs an engineer's check. Snow and wind per DBN V.1.2-2:2006 for the regional centre; profiles, footings and estimate by the Solispec engine 0.12.0.

Other sizes in Lutsk

5 kW in other regional centres

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