Section of the table from the Solispec engine (median zone — Cherkasy)

GCL

Ground frame for 5 GCL-NT10/78GDF 640 panels (1×5)

1 row of 5 panels, 3.20 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
3.20kW
Steel
143.0kg
Posts
8
Bolts
54
Materials
22,315₴
Yield
3,644kWh/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 GCL-NT10/78GDF 640 panel and the 1 × 5 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.

ParameterLow loadKherson · S₀ 760 · W₀ 480Median loadCherkasy · S₀ 1,520 · W₀ 420High loadChernihiv · S₀ 1,720 · W₀ 410
PostsTube 60×60×2Tube 60×60×2Tube 60×60×2
RaftersC-channel 100×50×2.5C-channel 60×40×2C-channel 60×40×2
Purlins and bracesC-channel 60×40×2C-channel 60×40×2C-channel 60×40×2
Frames4 frames, pitch up to 1,780 mm4 frames, pitch up to 1,780 mm4 frames, pitch up to 1,780 mm
Posts888
Footings (bored concrete)8 pcs, Ø350 mm, depth 1,300 mm8 pcs, Ø300 mm, depth 1,100 mm8 pcs, Ø300 mm, depth 1,300 mm
Concrete1.10 m³0.68 m³0.81 m³
Tilt30°30°30°
Panel bottom / post top600 / 1,348 mm600 / 1,365 mm600 / 1,365 mm
Panel field size5,890 × 1,515 mm5,890 × 1,505 mm5,890 × 1,505 mm
Row spacing between tables (no shade on 21 December)5,530 mm at noon · 6,220 mm ±2 h6,130 mm at noon · 7,080 mm ±2 h6,720 mm at noon · 7,990 mm ±2 h
Steel156.2 kg143.0 kg148.7 kg
BoltsM10 — 42, M8 — 12M10 — 42, M8 — 12M10 — 42, M8 — 12
Panel clampsend 4, middle 8end 4, middle 8end 4, middle 8
Materials25,897 UAH22,315 UAH22,977 UAH
With installation and delivery35,172 UAH31,590 UAH32,252 UAH
Per 1 kW10,991 UAH/kW9,872 UAH/kW10,079 UAH/kW
Yield1,266 kWh/kW · 4,053 kWh/year1,139 kWh/kW · 3,644 kWh/year1,043 kWh/kW · 3,338 kWh/year
Strength σ/fy51%71%76%
Deflection / (L/200)36%49%53%
Rafter strength4%17%19%
Post utilisation5%7%8%
Utilisation39%49%40%
Depth vs frost depthokokok
Checks overallpassespassespasses

Checks and cautions

Member utilisation as the engine computes it. Cautions are checks that pass, but with a small margin.

No cautions.

Bill of materials

The parts of one table for the median zone (Cherkasy): mark, name, profile, cut length, quantity.

MarkPartProfileLength, mmQuantity
П1Front postTube 60×60×22,0364
П2Rear postTube 60×60×22,4904
Кр1Rafter (inclined beam)C-channel 60×40×21,5654
Пк1Frame strutC-channel 60×40×21,0214
Х1Longitudinal brace (cross)C-channel 60×40×21,9504
Р1Purlin (rail)C-channel 60×40×25,8902
—Bolt M10×25 set · purlins, braces, connectors——2
—Bolt M10×80 set · purlin to rafter——8
—Bolt M10×90 set · strut to post — through spacer inserts——4
—Bolt M10×130 set · post–rafter — through spacer inserts——16
—Bolt M10×140 set · strut to rafter — through spacer inserts——4
—Bolt M10×150 set · brace to post — through spacer inserts——8
—End clamp 30 mm——4
—Mid clamp (30–40 mm)——8
—Bolt M8×50 + channel nut——12
—Concrete for 8 posts, Ø300×1100——0.68 m³

Profile cutting

10 bars of 6,000 mm, 48.0 m of profile in total.

  • Tube 60×60×24 bars
  • C-channel 60×40×26 bars

Estimated cost

The engine's materials estimate for the median zone (Cherkasy).

Materials
22,315₴
With installation and delivery
31,590₴
Per 1 kW
9,872UAH/kW

The engine's estimate has 22 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, ≈ 3,644 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.

Other layouts of this panel

The 1×5 layout with other panels

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