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SolarFrames

Engineering

Validated by Engineering, Not Marketing

Structural performance has been evaluated through engineering calculations, simulations, and physical testing in cooperation with Kaunas University of Technology.

KTU structural verification

Structural performance verified in cooperation with Kaunas University of Technology.

Computational simulations

Structural behaviour assessed through engineering simulation before manufacturing.

Physical load testing

Wind and snow load performance evaluated through physical testing.

SIGMA profile geometry

A proprietary profile engineered for higher bending and torsional resistance than a standard C-profile.

Z330 / Magnelis corrosion-resistant steel

DX51D Z330 galvanized steel, or S350GD + ZM310 Magnelis®, per EN 10346.

Quality-controlled manufacturing in Lithuania

Structures are manufactured in Lithuania from European steel under controlled production processes.

Design Methodology

Wind and snow design methodology

Snow load reference

up to 1.6 kN/m²

Wind load reference

up to 24 m/s

Reference design loads documented in the SF-V2M36 technical sheet. Actual design loads are calculated per project site (snow zone, terrain, exposure) and are not a substitute for a project-specific structural calculation.

Standards

Standards and documentation referenced

StandardScope
LST EN 1090-1:2009+A1:2011Execution of steel structures — conformity assessment of structural components
EN 1990:2002Eurocode: Basis of structural design
EN 1991-1-3Eurocode 1: Actions on structures — Part 1-3: Snow loads
EN 1991-1-4Eurocode 1: Actions on structures — Part 1-4: Wind actions
STR 2.05.04:2003Lithuanian technical construction regulation — Actions and Loads
ISO 9001:2015Quality management systems
ISO 14001:2015Environmental management systems
ISO 45001:2018Occupational health and safety management systems

Standards are presented as documented in the supplied technical material. Not every certification applies to every product configuration — applicability is confirmed per project and per system during engineering review.

Profile Engineering

SIGMA profile comparison

~14%

~14% higher bending resistance than a standard C-profile

~23%

~23% higher torsional resistance than a standard C-profile

Comparative percentages come from the supplied structural evaluation against a standard C-profile and should not be presented as a universal guarantee for every configuration.

SolarFrames SF-V2M36 engineering feature sheet: angular stabilizer, Helicopter clamp system, 4Root system, SIGMA profile, adjustable boots, and side longitudinal connection

Materials

Material and corrosion protection

Up to ISO 9223 atmospheric corrosion category C4

Per ISO 1461 / ASTM A123 and ISO 3575

Coating category applies to the documented steel and coating options (DX51D Z330 / S350GD + ZM310 Magnelis®). Confirm the applicable category for your specific site exposure during engineering review.

Fasteners

Fastener information

Aluminium clamps

Manufactured from AlMg0.7Si (6060/6063) aluminium alloy per EN 573, with an anodised coating per ISO 7599:2018, thickness under 15 microns.

Connecting fasteners

Fasteners joining steel profiles are manufactured from A2-70 stainless steel per ISO 3506-1:2009, or galvanized steel where selected.

Manufacturing

Quality-controlled manufacturing

Structures are manufactured in Lithuania from European steel under controlled production processes, with management systems certified to ISO 9001:2015 (quality), ISO 14001:2015 (environmental), and ISO 45001:2018 (occupational health and safety).

Warranty

System warranty

SolarFrames provides a 10-year system warranty on mounting structures, subject to the installation and usage manual and the project-specific working drawings.

Coating warranty follows the documented ISO 9223 corrosion category for the selected steel/coating option.

Have a project-specific engineering question?

Send your site and load requirements and our engineering team will confirm the applicable configuration.

Talk to engineering