Ground plant · Mykolaiv
A 20 kW ground-mounted solar plant in Mykolaiv: 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 Mykolaiv: S₀ 870 Pa, W₀ 470 Pa.
- Power
- 21.08kW
- Steel
- 703.8kg
- Posts
- 28
- Bolts
- 270
- Materials
- 94,050₴
- Yield
- 26,312kWh/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 Mykolaiv.
- 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
| Layout | 1 table, each 2 × 17 = 34 panels |
|---|---|
| Loads (DBN V.1.2-2:2006) | snow S₀ 870 Pa, wind W₀ 470 Pa, frost depth 0.6 m |
| Posts | Tube 60×60×2 |
| Rafters | C-channel 60×40×2 |
| Purlins and braces | C-channel 60×40×2 |
| Frames | 14 frames, pitch up to 1,480 mm |
| Posts | 28 |
| Footings (bored concrete) | 28 pcs, Ø400 mm, depth 900 mm |
| Concrete | 3.48 m³ |
| Tilt | 30° |
| Panel bottom / post top | 600 / 2,287 mm |
| Panel field size | 19,738 × 3,102 mm |
| Row spacing between tables (no shade on 21 December) | 10,880 mm at noon · 12,270 mm ±2 h |
| Steel | 703.8 kg |
| Bolts | M10 — 198, M8 — 72 |
| Panel clamps | end 8, middle 64 |
| Materials | 94,050 UAH |
| With installation and delivery | 147,432 UAH |
| Per 1 kW | 6,994 UAH/kW |
| Yield | 1,248 kWh/kW · 26,312 kWh/year |
Checks and cautions
| Check | Value | Status |
|---|---|---|
| Strength σ/fy | 38% | passes |
| Deflection / (L/200) | 22% | passes |
| Rafter strength | 73% | passes |
| Post utilisation | 14% | passes |
| Utilisation | 88% | with a caution |
| Depth vs frost depth | ok | passes |
- 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 × 900: 0.113 m³ of concrete per post. Wind uplift on the front post ≈ 9.6 kN (with γ=1.5) vs ≈ 10.9 kN (concrete weight + soil friction, estimate) → 88%.
Bill of materials
| Mark | Part | Profile | Length, mm | Quantity |
|---|---|---|---|---|
| П1 | Front post | Tube 60×60×2 | 2,074 | 14 |
| П2 | Rear post | Tube 60×60×2 | 3,212 | 14 |
| Кр1 | Rafter (inclined beam) | C-channel 60×40×2 | 3,924 | 14 |
| Пк1 | Frame strut | C-channel 60×40×2 | 1,818 | 14 |
| Х1 | Longitudinal brace (cross) | C-channel 60×40×2 | 2,220 | 4 |
| Р1 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 2 |
| Р2 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 2 |
| Р3 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 2 |
| Р4 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 2 |
| Р5 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 2 |
| Р6 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 2 |
| Р7 | Purlin (rail) | C-channel 60×40×2 | 1,738 | 2 |
| Р8 | Purlin (rail) | C-channel 60×40×2 | 1,738 | 2 |
| — | Bolt M10×25 set · purlins, braces, connectors | — | — | 50 |
| — | Bolt M10×80 set · purlin to rafter | — | — | 56 |
| — | Bolt M10×90 set · strut to post — through spacer inserts | — | — | 14 |
| — | Bolt M10×130 set · post–rafter — through spacer inserts | — | — | 56 |
| — | Bolt M10×140 set · strut to rafter — through spacer inserts | — | — | 14 |
| — | 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 28 posts, Ø400×900 | — | — | 3.48 m³ |
Profile cutting
44 bars of 6,000 mm, 242.2 m of profile in total.
- Tube 60×60×214 bars
- C-channel 60×40×230 bars
Estimated cost
- Materials
- 94,050₴
- With installation and delivery
- 147,432₴
- Per 1 kW
- 6,994UAH/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: 1,248 kWh per 1 kW a year, ≈ 26,312 kWh a year in total for Mykolaiv (tilt 30°, the optimum for the latitude is 34.4°).
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.