ASTM A501 Hot-formed Carbon Steel Hollow Sections

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ASTM A501 Hot-formed Carbon Steel Hollow Sections
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ASTM A501 is hot-formed seamless and welded carbon structural steel tubing for welded, riveted, or bolted structures used in bridges and buildings, and for general structural purposes. It can be square, round, rectangular, or other specialized shapes. The grade of the tubing is Grade A, Grade B, and Grade C.
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Hollow Section
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ASTM A501 is a standard specification for hot-formed welded and seamless carbon steel structural tubing (hollow sections) in square, rectangular, round, or special shapes. It covers three steel grades (A, B, and C) with varying mechanical and chemical properties to suit different structural applications.

Shape Round, square, rectangular, or special shapes
Round tubing Dimensions Diameters 1 – 48 in. [25 – 1220 mm] and wall thickness of 0.095 – 4.00 in. [2.5 – 100 mm]
Square and rectangular tubing Diameters 1.0 – 16 in [25 – 405 mm] and wall thickness of 0.095 – 1.0 in [2.5 – 25 mm]
Standard ASTM A501/A501M – 2021.pdf

 

EN 10210 SHS

 

Chemical Composition

The chemical requirements for ASTM A501 hollow sections vary by grade:

Composition, % Grade A Grade B and Grade C
Heat Analysis Product Analysis Heat Analysis Product Analysis
Carbon, max B 0.26 0.30 0.22 0.26
Manganese, max B - - 1.40 1.45
Phosphorus, max 0.035 0.045 0.030 0.040
Sulfur, max 0.035 0.045 0.020 0.030
Copper, min
(when copper steel is specified)
0.20 0.18 0.20 0.18

B For each reduction of 0.01 percentage point below the specified maximum for carbon, an increase of 0.06 percentage point above the specified maximum for manganese is permitted, up to a maximum of 1.60 % by heat analysis and 1.65 % by-product analysis.

 

  • Grade A: Basic carbon steel with no specified Mn or Si requirements.
  • Grades B & C: Enhanced strength and toughness due to controlled Mn and Si content.
  • Grade C: Lower P and S for improved weldability and ductility.

 

Mechanical Properties

List Wall Thickness
in [mm]
Grade A Grade B Grade C
Tensile strength, min, psi [MPa] All 58,000 [400] 65000 [448] 70,000 [483]
Yield strength, min, psi [MPa] ≤ 1 [25] 39,000 [270] 46,000 [315] 50,000 [345]
>1 [25] and ≤ 2 [50] 38,000 [260] 45,000 [310] 49,000 [340]
>2 [50] and ≤ 3 [76] 36,500 [250] 42,500 [290] 47,500 [330]
>3 [76] and ≤ 4 [100] 35,000 [240] 40,000 [280] 46,000 [315]
Elongation, min, % - 25 24 23
Impact Energy min, average, ft/Ibf [J] - 20 [27] 20 [27] 20 [27]
min, single, ft/Ibf [J] - 14 [19] 14 [19] 14 [19]

 

  • Grades B & C offer higher strength, making them suitable for load-bearing structures.
  • Grade C is preferred for applications requiring superior weldability and impact resistance.

 

Dimension Tolerance

List Tolerance Shape
Outer Diameter >2 in [50 mm] ±1 % all
≤ 2 in [50 mm] ±1/48 in [0.50 mm]
Wall Thickness -10 % all
Weight -3.5 % – +10% all
Length (L) ≤ 7m [22 ft] -1/4 in – +1/2 in [-6 mm – +13 mm] all
7-14m [22-44 ft] -1/4 in – +3/4 in [-6 mm – +19 mm]

 

ASTM A501 GRB HOLLOW SECTION

 

Manufacturing Process

Hot-forming: Hollow sections are produced by hot-rolling or hot-finishing (for seamless) at high temperatures (≥1700°F/925°C), enhancing ductility and grain structure.

Welded tubes: Formed from coiled steel, shaped into hollow sections, and electric-resistance welded (ERW).

Seamless tubes: Produced via mandrel rolling or extrusion for uniform strength.

Post-treatment: May include normalizing (optional for Grades B/C) to refine microstructure.

 

Key Applications

ASTM A501 hollow sections are widely used in structural and construction applications, including:

Building frames (beams, columns, trusses).

Bridges and highway structures.

Industrial equipment supports.

Scaffolding and temporary structures.

Machinery and transportation components.

 

Grade Selection Guidance:

  • Grade A: General-purpose applications with moderate strength requirements.
  • Grade B: Higher-load structures (e.g., bridges, heavy-duty frames).
  • Grade C: Critical applications needing enhanced weldability and toughness (e.g., seismic-resistant structures).

 

Advantages of ASTM A501 Hollow Sections

Cost-effective compared to cold-formed sections (A500).

High strength-to-weight ratio for efficient structural design.

Versatility in shapes (round, square, rectangular).

 

Fabrication & Welding

  • Weldability: Excellent (Grades B & C are preferable for welding due to lower P/S).
  • Machinability: Good (responds well to cutting, drilling, and bending).
  • Surface Treatment: Often galvanized or painted for corrosion resistance.

 

ASTM A501 vs. ASTM A500

Parameter ASTM A501 (Hot-Formed) ASTM A500 (Cold-Formed)
Production Method Hot-rolled or hot-finished (welded/seamless) at high temperatures. Cold-formed (welded) at room temperature, then stress-relieved.
Grades Available A, B, C (increasing strength) A, B, C, D (D is high-strength, unique to A500)
Chemical Composition Higher carbon in Grades A/B (≤0.30%); Grade C optimized for weldability (≤0.23% C). Tighter control on residuals (e.g., phosphorus, sulfur) for cold-forming.
Dimensional Tolerance Slightly looser due to hot-forming process. Tighter tolerances (cold-forming allows precise control).
Residual Stresses Lower (hot-forming reduces internal stresses). Higher (cold-forming induces stresses; may require annealing).
Weldability Good (Grade C best due to lower carbon). Excellent (lower carbon in Grades B/C/D).
Corrosion Resistance Similar (both require coatings for outdoor use). Similar (but cold-formed may have better surface finish).
Cost Generally lower (hot-forming is less energy-intensive). Slightly higher (due to cold-working and finishing).
Primary Applications Heavy construction (bridges, cranes), infrastructure. Architectural (exposed structures), precision frameworks.
Advantages - Better for heavy loads due to ductility.
- Lower cost.
- Less residual stress.
- Sharper corners (better for aesthetics).
- Higher strength options (Grade D).
- Tighter tolerances.

 

Conclusion

ASTM A501 hollow sections (Grades A, B, C) provide a robust solution for structural applications, balancing strength, weldability, and economy. Grade selection depends on mechanical demands and environmental conditions, with Grade C being optimal for high-performance scenarios.

 

HOLLOW SECTION

 

hollow section stock

 

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