LONGi
Ground frame for 30 LONGi Hi-MO 6 LR5-72HTH-580M panels (2×15)
2 rows of 15 panels, 17.40 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
- 17.40kW
- Steel
- 583.9kg
- Posts
- 22
- Bolts
- 216
- Materials
- 73,955₴
- Yield
- 19,815kWh/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 LONGi Hi-MO 6 LR5-72HTH-580M panel and the 2 × 15 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 80×40×2 |
| Purlins and braces | C-channel 60×40×2 | C-channel 60×40×2 | C-channel 60×40×2 |
| Frames | 9 frames, pitch up to 2,100 mm | 11 frames, pitch up to 1,690 mm | 10 frames, pitch up to 1,870 mm |
| Posts | 18 | 22 | 20 |
| Footings (bored concrete) | 18 pcs, Ø400 mm, depth 1,100 mm | 22 pcs, Ø300 mm, depth 1,100 mm | 20 pcs, Ø300 mm, depth 1,300 mm |
| Concrete | 2.74 m³ | 1.88 m³ | 2.02 m³ |
| Tilt | 30° | 30° | 30° |
| Panel bottom / post top | 600 / 2,211 mm | 600 / 2,211 mm | 600 / 2,202 mm |
| Panel field size | 17,430 × 2,970 mm | 17,430 × 2,970 mm | 17,430 × 2,975 mm |
| Row spacing between tables (no shade on 21 December) | 10,270 mm at noon · 11,540 mm ±2 h | 11,380 mm at noon · 13,140 mm ±2 h | 12,470 mm at noon · 14,820 mm ±2 h |
| Steel | 518.4 kg | 583.9 kg | 560.7 kg |
| Bolts | M10 — 132, M8 — 64 | M10 — 152, M8 — 64 | M10 — 142, M8 — 64 |
| Panel clamps | end 8, middle 56 | end 8, middle 56 | end 8, middle 56 |
| Materials | 70,014 UAH | 73,955 UAH | 78,412 UAH |
| With installation and delivery | 114,454 UAH | 118,285 UAH | 122,797 UAH |
| Per 1 kW | 6,578 UAH/kW | 6,798 UAH/kW | 7,057 UAH/kW |
| Yield | 1,266 kWh/kW · 22,036 kWh/year | 1,139 kWh/kW · 19,815 kWh/year | 1,043 kWh/kW · 18,150 kWh/year |
| Strength σ/fy | 69% | 61% | 80% |
| Deflection / (L/200) | 57% | 41% | 59% |
| Rafter strength | 90% | 99% | 80% |
| Post utilisation | 18% | 19% | 23% |
| Utilisation | 98% | 98% | 89% |
| Depth vs frost depth | ok | ok | ok |
| Checks overall | with a caution | 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.
- Rafter profileThe rafter is used above 80 %, or the frame's posts stand far apart: the structure passes, but the margin is small.Kherson: Rafter C-channel 60×40×2: span between posts 2 178, cantilever 789 mm → strength 90%.Cherkasy: Rafter C-channel 60×40×2: span between posts 2 178, cantilever 789 mm → strength 99%.
- 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.Kherson: Foundation Ø400 × 1 100: 0.138 m³ of concrete per post. Wind uplift on the front post ≈ 13.1 kN (with γ=1.5) vs ≈ 13.4 kN (concrete weight + soil friction, estimate) → 98%.Cherkasy: Foundation Ø300 × 1 100: 0.078 m³ of concrete per post. Wind uplift on the front post ≈ 9.3 kN (with γ=1.5) vs ≈ 9.5 kN (concrete weight + soil friction, estimate) → 98%.Chernihiv: Foundation Ø300 × 1 300: 0.092 m³ of concrete per post. Wind uplift on the front post ≈ 10.0 kN (with γ=1.5) vs ≈ 11.2 kN (concrete weight + soil friction, estimate) → 89%.
- 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.Chernihiv: Frame spacing 1 870 mm, 10 frames. Purlin C-channel 60×40×2: strength 80%, deflection 59% 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 | 2,246 | 11 |
| П2 | Rear post | Tube 60×60×2 | 3,336 | 11 |
| Кр1 | Rafter (inclined beam) | C-channel 60×40×2 | 3,756 | 11 |
| Пк1 | Frame strut | C-channel 60×40×2 | 1,751 | 11 |
| Х1 | Longitudinal brace (cross) | C-channel 60×40×2 | 2,317 | 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 | 5,430 | 2 |
| Р6 | Purlin (rail) | C-channel 60×40×2 | 5,430 | 2 |
| — | Bolt M10×25 set · purlins, braces, connectors | — | — | 34 |
| — | 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 35 mm | — | — | 8 |
| — | Mid clamp (30–40 mm) | — | — | 56 |
| — | Bolt M8×55 + channel nut | — | — | 64 |
| — | Concrete for 22 posts, Ø300×1100 | — | — | 1.88 m³ |
Profile cutting
36 bars of 6,000 mm, 201.0 m of profile in total.
- Tube 60×60×211 bars
- C-channel 60×40×225 bars
Estimated cost
The engine's materials estimate for the median zone (Cherkasy).
- Materials
- 73,955₴
- With installation and delivery
- 118,285₴
- Per 1 kW
- 6,798UAH/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, ≈ 19,815 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.