Luxor
Ground frame for 10 Luxor Eco Line Classic LX-590M/182-144+ GG (bifacial) panels (1×10)
1 row of 10 panels, 5.90 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
- 5.90kW
- Steel
- 227.2kg
- Posts
- 12
- Bolts
- 88
- Materials
- 31,327₴
- Yield
- 6,719kWh/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 Luxor Eco Line Classic LX-590M/182-144+ GG (bifacial) 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 | Tube 60×60×2 | Tube 60×60×2 | Tube 60×60×2 |
| Purlins and braces | C-channel 60×40×2 | C-channel 60×40×2 | C-channel 60×40×2 |
| Frames | 6 frames, pitch up to 2,200 mm | 6 frames, pitch up to 2,200 mm | 7 frames, pitch up to 1,850 mm |
| Posts | 12 | 12 | 14 |
| Footings (bored concrete) | 12 pcs, Ø300 mm, depth 900 mm | 12 pcs, Ø300 mm, depth 1,100 mm | 14 pcs, Ø300 mm, depth 1,300 mm |
| Concrete | 0.84 m³ | 1.03 m³ | 1.42 m³ |
| Tilt | 30° | 30° | 30° |
| Panel bottom / post top | 600 / 1,303 mm | 600 / 1,303 mm | 600 / 1,303 mm |
| Panel field size | 11,660 × 1,398 mm | 11,660 × 1,398 mm | 11,660 × 1,398 mm |
| Row spacing between tables (no shade on 21 December) | 5,120 mm at noon · 5,750 mm ±2 h | 5,670 mm at noon · 6,550 mm ±2 h | 6,210 mm at noon · 7,380 mm ±2 h |
| Steel | 218.6 kg | 227.2 kg | 257.6 kg |
| Bolts | M10 — 66, M8 — 22 | M10 — 66, M8 — 22 | M10 — 74, M8 — 22 |
| Panel clamps | end 4, middle 18 | end 4, middle 18 | end 4, middle 18 |
| Materials | 29,065 UAH | 31,327 UAH | 35,108 UAH |
| With installation and delivery | 45,245 UAH | 47,507 UAH | 51,305 UAH |
| Per 1 kW | 7,669 UAH/kW | 8,052 UAH/kW | 8,696 UAH/kW |
| Yield | 1,266 kWh/kW · 7,472 kWh/year | 1,139 kWh/kW · 6,719 kWh/year | 1,043 kWh/kW · 6,154 kWh/year |
| Strength σ/fy | 72% | 100% | 76% |
| Deflection / (L/200) | 62% | 86% | 55% |
| Rafter strength | 9% | 12% | 11% |
| Post utilisation | 6% | 8% | 7% |
| Utilisation | 78% | 56% | 39% |
| Depth vs frost depth | ok | ok | ok |
| Checks overall | passes | with a caution | passes |
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 2 200 mm, 6 frames. Purlin C-channel 60×40×2: strength 100%, deflection 86% of L/200 (snow on panel 977 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 | 2,005 | 6 |
| П2 | Rear post | Tube 60×60×2 | 2,428 | 6 |
| Кр1 | Rafter (inclined beam) | Tube 60×60×2 | 1,459 | 6 |
| Пк1 | Frame strut | C-channel 60×40×2 | 968 | 6 |
| Х1 | Longitudinal brace (cross) | C-channel 60×40×2 | 2,331 | 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 | 5,660 | 1 |
| Р4 | Purlin (rail) | C-channel 60×40×2 | 5,660 | 1 |
| — | Bolt M10×140 / M10×80 set · frame and struts / purlins, braces, connectors | — | — | 52 |
| — | Bolt M10×150 set · brace to post, strut to rafter — through spacer inserts | — | — | 14 |
| — | 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
14 bars of 6,000 mm, 73.8 m of profile in total.
- Tube 60×60×27 bars
- C-channel 60×40×27 bars
Estimated cost
The engine's materials estimate for the median zone (Cherkasy).
- Materials
- 31,327₴
- With installation and delivery
- 47,507₴
- Per 1 kW
- 8,052UAH/kW
Prices are the typical market prices built into the Solispec engine, as of 06.10.2026; no margin, no VAT.
All 20 lines of the engine's estimate, with prices
| Item | Quantity | Price, UAH | Sum, UAH |
|---|---|---|---|
| Tube 60×60×2, stock length 6 000 mm | 7 bar | 210 | 8,820 |
| C-channel 60×40×2, stock length 6 000 mm | 7 bar | 230 | 9,660 |
| C-channel connector (splice plate L 300) | 2 pcs | 90 | 180 |
| Bolt M10×140 cl. 8.8 set — frame, struts | 37 pcs | 22 | 814 |
| Bolt M10×80 cl. 8.8 set — purlins, braces, connectors | 22 pcs | 22 | 484 |
| Bolt M10×150 cl. 8.8 set — strut to rafter, brace to post — through spacer inserts | 14 pcs | 27 | 378 |
| End clamp 30 mm | 4 pcs | 35 | 140 |
| Mid clamp (30–40 mm) | 18 pcs | 32 | 576 |
| Bolt M8×50 A2 + spring channel nut M8 | 25 pcs | 14 | 350 |
| Post base anchor pin (M10 / rebar Ø12) | 12 pcs | 20 | 240 |
| Borehole casing (roofing felt / PVC, 300 mm) | 12 pcs | 60 | 720 |
| Crushed stone 20–40 for the bottom of the boreholes | 0.08 m³ | 900 | 72 |
| Earth electrode: 2 rods Ø16×1.5 m + strip 40×4 | 1 set | 1,500 | 1,500 |
| Wire PV-3 6 mm² green-yellow | 29 m | 35 | 1,015 |
| Module earthing clip (under the clamp) | 10 pcs | 20 | 200 |
| Cable clip, stainless | 30 pcs | 5 | 150 |
| Zinc paint / cold galvanising spray 400 ml | 1 pcs | 350 | 350 |
| Concrete M200 for posts | 1.03 m³ | 3,800 | 3,914 |
| Rebar Ø10 (4 bars per post) | 63 m | 28 | 1,764 |
| Spacer inserts / packs — pieces of the same profile (from offcuts): 4 × 71 mm, 6 × 70 mm, 4 × 30 mm, 6 × 10 mm | 20 pcs | 0 | 0 |
| Materials | 31,327 | ||
Yield
Yield: 1,139 kWh per 1 kW a year, ≈ 6,719 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.