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Table 3 Mechanical properties of steel section and reinforcement bars

From: Effect of different geometric factors of H-shaped steel section on bi-axially loaded fully encased composite column

Material

Yield stress (MPa)

Ultimate stress (MPa)

Density (kg/m3)

Young’s modulus (GPa)

Poisson ratio

HEB 200

235

360

7850

210

0.3

HEB 220

275

430

7850

210

0.3

HEB 240

355

490

7850

210

0.3

Reinforcement bar (12 mm Φ and 8 mm Φ)

500

545

7850

200

0.3