What is GCC Availability?

It provides guidance on which steel sections are commonly available in GCC countries (Saudi Arabia, UAE, Qatar, Kuwait, Oman, Bahrain) based on SAES, SBC 301, QCS 2021, and ADMA standards.

What sections are covered?

IPE, HEA, HEB, UPN, UPE, UNP channels, angles, pipes (API 5L, ASME B36.10), hollow sections (SHS/RHS/CHS), and flat bars commonly used in oil & gas and construction projects.

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GCC Steel Engineering Reference

Practical procurement and design reference for structural engineers in Saudi Arabia, UAE, Qatar, Oman, Kuwait and Bahrain. Covers official mill websites, SAES/SBC/QCS standards, thermal expansion design, corrosion protection, and bolt specifications.

Countries: KSA · UAE · Qatar · Oman · Kuwait

Standards: SAES · SBC · QCS · ASTM · EN · API

Mill websites: 6 linked

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Coverage note: For availability and procurement terms, contact a supplier directly. This reference covers SAES, SBC 301/303, QCS 2024, and ADMA standards. It does not cover KNPC (Kuwait), ADNOC project-specific specs, or Bahrain standards — verify with your project specification. View all data sources →

Critical procurement insight: Confirm the required product range and current availability directly with a mill or distributor.

GCC climate context: Structural steel strength is NOT reduced at GCC ambient temperatures (max ~55°C) — EN 1993-1-2 shows ky = 1.0 up to 400°C. However, thermal expansion is critical: a 50°C temperature differential over 30m of steel generates 18mm of movement. Expansion joints and sliding bearings must be designed accordingly.

Tools

Thermal Expansion Calculator

Member length (m)

Installation temp (°C)

Design max temp (°C)

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Temperature rise ΔT

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°C

Thermal expansion ΔL

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Axial force (IPE 300)

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kN (if restrained)

Expansion joint needed?

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at ≤30m intervals

α = 12×10⁻⁶ /°C (EN 1993-1-5, Table C.1) | E = 210,000 MPa | IPE 300: A = 53.8 cm²

GCC Design Temperatures by Location

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Steel Strength Reduction Factors (EN 1993-1-2, Table 3.1)

GCC ambient temperatures (max 55°C at surface) fall well within the ky = 1.0 zone below 400°C — no design strength reduction is required for ambient condition checks. These factors become relevant for fire engineering (passive fire protection sizing) and process plant structures adjacent to high-temperature equipment.

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Reference: ISO 12944-2:2017. Corrosion category determines paint system thickness and galvanizing specification. GCC coastal areas (Gulf coast, Red Sea coast, Arabian Sea) are minimum C4; offshore and splash-zone structures are C5-M. Inland dry areas (Riyadh, Al-Khobar inland) are C3. Never specify C1/C2 for GCC outdoor steel.

C3
Inland/Dry

C4
Coastal

C5-M
Marine/Offshore

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Hot-Dip Galvanizing (ISO 1461)

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Material thickness	Min local coating (μm)	Min mean coating (μm)	GCC note
≥ 6 mm (structural sections)	70	85	C4: adequate for most GCC coastal structural steel
3 mm – 6 mm	55	70	Purlins, secondary steel in non-coastal GCC
1.5 mm – 3 mm (sheeting)	35	45	HVAC ductwork, cladding supports
Offshore / C5-M (ARAMCO)	85	100	Plus cathodic protection for submerged parts per SAES-H-001

ARAMCO-Specific Paint Requirements (SAES-H-001)

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Service condition	Primer	Intermediate	Topcoat	Total DFT
Atmospheric C3 (inland plant)	Zinc-rich epoxy 75μm	Epoxy MIO 75μm	PU topcoat 50μm	200 μm
Atmospheric C4 (coastal plant)	Zinc-rich epoxy 75μm	Epoxy MIO 125μm	PU topcoat 75μm	275 μm
Splash zone / C5-M	TSZ spray 150μm	Epoxy sealer 50μm + MIO 200μm	PU topcoat 100μm	500 μm
High temp (100–250°C)	Inorganic zinc silicate 75μm	Silicone alkyd 40μm	—	115 μm

GCC standard hierarchy: On ARAMCO and SABIC projects, SAES supersedes all referenced international standards where they conflict. On government projects (Ministry, MOMRA, ASHGHAL), SBC/QCS apply. European contractor projects typically use EN Eurocodes. Confirm applicable project standard at tender stage — this determines material grades, weld procedures, and inspection requirements.

GCC default bolting: ASTM A325 (Grade 8.8 equiv) for structural connections, ASTM A193 B7 for pressure flanges. A490 (Grade 10.9) reserved for high-strength connections. All high-strength bolts require pre-tensioning per AISC RCSC specification — turn-of-nut or calibrated wrench method. Verify torque wrench calibration on site per ARAMCO requirements.

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

AISC Bolt Design Strengths — LRFD (φ = 0.75 shear / 0.90 tension)

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Bolt grade	Fnv (nominal shear, MPa)	Fnt (nominal tension, MPa)	φRn / bolt (M20 single shear)
ASTM A325 / Gr.8.8	372	620	57 kN shear · 96 kN tension
ASTM A490 / Gr.10.9	457	780	70 kN shear · 121 kN tension
ASTM A193 B7 (flange studs)	—	724 (fy)	Torque per ASME PCC-1 Table

Equivalent grades caution: ASTM A572 Gr.50 and EN S355 have similar fy (345 vs 355 MPa) but different CVN requirements, weld procedures, and certification. Do NOT substitute without explicit engineering review. For ARAMCO projects, always specify ASTM grades with 3.1B MTR (dual certification not always accepted without prior approval).

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.