Section of the table from the Solispec engine (Odesa)

Ground plant · Odesa

A 20 kW ground-mounted solar plant in Odesa: structure, materials, cost

34 Ulica UL-620M-132DDGN (dual glass bifacial) panels (21.08 kW) on 1 table of 2 × 17. Snow and wind per the DBN for Odesa: S₀ 880 Pa, W₀ 460 Pa.

Power
21.08kW
Steel
621.1kg
Posts
22
Bolts
240
Materials
83,655₴
Yield
26,792kWh/year

Ground frame designer

Design the 20 kW plant in the builder

Opens the 2 × 17 table with the Ulica UL-620M-132DDGN (dual glass bifacial) panel and the loads for Odesa.

  • 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 × 17 = 34 panels
Loads (DBN V.1.2-2:2006)snow S₀ 880 Pa, wind W₀ 460 Pa, frost depth 0.8 m
PostsTube 60×60×2
RaftersC-channel 60×40×2
Purlins and bracesC-channel 60×40×2
Frames11 frames, pitch up to 1,920 mm
Posts22
Footings (bored concrete)22 pcs, Ø400 mm, depth 1,100 mm
Concrete3.35 m³
Tilt30°
Panel bottom / post top600 / 2,287 mm
Panel field size19,738 × 3,102 mm
Row spacing between tables (no shade on 21 December)10,700 mm at noon · 12,020 mm ±2 h
Steel621.1 kg
BoltsM10 — 168, M8 — 72
Panel clampsend 8, middle 64
Materials83,655 UAH
With installation and delivery137,287 UAH
Per 1 kW6,513 UAH/kW
Yield1,271 kWh/kW · 26,792 kWh/year

Checks and cautions

CheckValueStatus
Strength σ/fy64%passes
Deflection / (L/200)48%passes
Rafter strength95%with a caution
Post utilisation18%passes
Utilisation91%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 95%.
  • 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 Ø400 × 1 100: 0.138 m³ of concrete per post. Wind uplift on the front post ≈ 12.2 kN (with γ=1.5) vs ≈ 13.4 kN (concrete weight + soil friction, estimate) → 91%.

Bill of materials

MarkPartProfileLength, mmQuantity
П1Front postTube 60×60×22,27411
П2Rear postTube 60×60×23,41211
Кр1Rafter (inclined beam)C-channel 60×40×23,92411
Пк1Frame strutC-channel 60×40×21,81811
Х1Longitudinal brace (cross)C-channel 60×40×22,5414
Р1Purlin (rail)C-channel 60×40×26,0002
Р2Purlin (rail)C-channel 60×40×26,0002
Р3Purlin (rail)C-channel 60×40×26,0002
Р4Purlin (rail)C-channel 60×40×26,0002
Р5Purlin (rail)C-channel 60×40×26,0002
Р6Purlin (rail)C-channel 60×40×26,0002
Р7Purlin (rail)C-channel 60×40×21,7382
Р8Purlin (rail)C-channel 60×40×21,7382
—Bolt M10×25 set · purlins, braces, connectors——50
—Bolt M10×80 set · purlin to rafter——44
—Bolt M10×90 set · strut to post — through spacer inserts——11
—Bolt M10×130 set · post–rafter — through spacer inserts——44
—Bolt M10×140 set · strut to rafter — through spacer inserts——11
—Bolt M10×150 set · brace to post — through spacer inserts——8
—End clamp 30 mm——8
—Mid clamp (30–40 mm)——64
—Bolt M8×50 + channel nut——72
—Concrete for 22 posts, Ø400×1100——3.35 m³

Profile cutting

38 bars of 6,000 mm, 214.8 m of profile in total.

  • Tube 60×60×211 bars
  • C-channel 60×40×227 bars

Estimated cost

Materials
83,655₴
With installation and delivery
137,287₴
Per 1 kW
6,513UAH/kW

The engine's estimate has 23 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: 1,271 kWh per 1 kW a year, ≈ 26,792 kWh a year in total for Odesa (tilt 30°, the optimum for the latitude is 34.2°).

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 Odesa

20 kW in other regional centres

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