REC
Ground frame for 10 REC Alpha Pure-RX REC470AA Pure-RX (HJT) panels (1×10)
1 row of 10 panels, 4.70 kW. The Solispec engine chose the profiles, the frame pitch and the footings for three snow and wind zones: Kherson has the lowest load of the regional centres, Cherkasy the median, Chernihiv the highest.
- Power
- 4.70kW
- Steel
- 210.2kg
- Posts
- 12
- Bolts
- 96
- Materials
- 30,850₴
- Yield
- 5,352kWh/year
Figures for the median zone (Cherkasy); all three zones are in the table below.
Ground frame designer
Open this frame in the builder
The builder opens with the REC Alpha Pure-RX REC470AA Pure-RX (HJT) panel and the 1 × 10 layout; site — Cherkasy. Change the site, the tilt or the profiles and the checks and estimate are recalculated.
- No sign-up
- Snow and wind check
- Drawings and estimate
Three snow and wind zones
The same table designed for three regional centres: with the lowest, the median and the highest combined snow and wind load under DBN V.1.2-2:2006. For another site, open the frame in the builder.
| Parameter | Low loadKherson · S₀ 760 · W₀ 480 | Median loadCherkasy · S₀ 1,520 · W₀ 420 | High loadChernihiv · S₀ 1,720 · W₀ 410 |
|---|---|---|---|
| Posts | Tube 60×60×2 | Tube 60×60×2 | Tube 60×60×2 |
| Rafters | C-channel 60×40×2 | C-channel 60×40×2 | C-channel 60×40×2 |
| Purlins and braces | C-channel 60×40×2 | C-channel 60×40×2 | C-channel 60×40×2 |
| Frames | 6 frames, pitch up to 2,330 mm | 6 frames, pitch up to 2,330 mm | 6 frames, pitch up to 2,330 mm |
| Posts | 12 | 12 | 12 |
| Footings (bored concrete) | 12 pcs, Ø300 mm, depth 900 mm | 12 pcs, Ø300 mm, depth 1,100 mm | 12 pcs, Ø300 mm, depth 1,300 mm |
| Concrete | 0.84 m³ | 1.03 m³ | 1.21 m³ |
| Tilt | 30° | 30° | 30° |
| Panel bottom / post top | 600 / 1,123 mm | 600 / 1,123 mm | 600 / 1,123 mm |
| Panel field size | 12,370 × 1,087 mm | 12,370 × 1,087 mm | 12,370 × 1,087 mm |
| Row spacing between tables (no shade on 21 December) | 3,880 mm at noon · 4,360 mm ±2 h | 4,300 mm at noon · 4,970 mm ±2 h | 4,710 mm at noon · 5,600 mm ±2 h |
| Steel | 201.5 kg | 210.2 kg | 218.8 kg |
| Bolts | M10 — 74, M8 — 22 | M10 — 74, M8 — 22 | M10 — 74, M8 — 22 |
| Panel clamps | end 4, middle 18 | end 4, middle 18 | end 4, middle 18 |
| Materials | 28,588 UAH | 30,850 UAH | 33,046 UAH |
| With installation and delivery | 41,518 UAH | 43,780 UAH | 45,976 UAH |
| Per 1 kW | 8,834 UAH/kW | 9,315 UAH/kW | 9,782 UAH/kW |
| Yield | 1,266 kWh/kW · 5,952 kWh/year | 1,139 kWh/kW · 5,352 kWh/year | 1,043 kWh/kW · 4,903 kWh/year |
| Strength σ/fy | 61% | 85% | 91% |
| Deflection / (L/200) | 56% | 78% | 84% |
| Rafter strength | 9% | 13% | 14% |
| Post utilisation | 4% | 6% | 7% |
| Utilisation | 62% | 45% | 37% |
| Depth vs frost depth | ok | ok | ok |
| Checks overall | passes | with a caution | with a caution |
Checks and cautions
Member utilisation as the engine computes it. Cautions are checks that pass, but with a small margin.
- Max. frame pitch, mmThe purlins between the frames are used above 80 % (strength or deflection): the structure passes, but the margin is small. A shorter frame pitch or a deeper purlin gives more margin.Cherkasy: Frame spacing 2 330 mm, 6 frames. Purlin C-channel 60×40×2: strength 85%, deflection 78% of L/200 (snow on panel 977 Pa).Chernihiv: Frame spacing 2 330 mm, 6 frames. Purlin C-channel 60×40×2: strength 91%, deflection 84% of L/200 (snow on panel 1 106 Pa).
Bill of materials
The parts of one table for the median zone (Cherkasy): mark, name, profile, cut length, quantity.
| Mark | Part | Profile | Length, mm | Quantity |
|---|---|---|---|---|
| П1 | Front post | Tube 60×60×2 | 1,910 | 6 |
| П2 | Rear post | Tube 60×60×2 | 2,248 | 6 |
| Кр1 | Rafter (inclined beam) | C-channel 60×40×2 | 1,168 | 6 |
| Пк1 | Frame strut | C-channel 60×40×2 | 813 | 6 |
| Х1 | Longitudinal brace (cross) | C-channel 60×40×2 | 2,418 | 4 |
| Р1 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 1 |
| Р2 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 1 |
| Р3 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 1 |
| Р4 | Purlin (rail) | C-channel 60×40×2 | 6,000 | 1 |
| Р5 | Purlin (rail) | C-channel 60×40×2 | 370 | 1 |
| Р6 | Purlin (rail) | C-channel 60×40×2 | 370 | 1 |
| — | Bolt M10×25 set · purlins, braces, connectors | — | — | 18 |
| — | Bolt M10×80 set · purlin to rafter | — | — | 12 |
| — | Bolt M10×90 set · strut to post — through spacer inserts | — | — | 6 |
| — | Bolt M10×130 set · post–rafter — through spacer inserts | — | — | 24 |
| — | Bolt M10×140 set · strut to rafter — through spacer inserts | — | — | 6 |
| — | Bolt M10×150 set · brace to post — through spacer inserts | — | — | 8 |
| — | End clamp 30 mm | — | — | 4 |
| — | Mid clamp (30–40 mm) | — | — | 18 |
| — | Bolt M8×50 + channel nut | — | — | 22 |
| — | Concrete for 12 posts, Ø300×1100 | — | — | 1.03 m³ |
Profile cutting
13 bars of 6,000 mm, 71.3 m of profile in total.
- Tube 60×60×25 bars
- C-channel 60×40×28 bars
Estimated cost
The engine's materials estimate for the median zone (Cherkasy).
- Materials
- 30,850₴
- With installation and delivery
- 43,780₴
- Per 1 kW
- 9,315UAH/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: 1,139 kWh per 1 kW a year, ≈ 5,352 kWh a year in total (median zone, Cherkasy; tilt 30°, the optimum for the latitude is 35.3°).
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.