Steel · Columns & beam-columns

Compression member: PFC channel calculator

Channel strut with properties computed from d, bf, tf, tw and capacity about both axes.

Standard: AS 4100 Cl 6.3 (αb = 0.5)

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Inputs in the worked example

The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.

InputValueUnit
Depth200mm
Flange width75mm
Flange thickness12mm
Web thickness6mm
fy300MPa
le about x4m
le about y2m
Design compression400kN

Worked example — results

ResultValueUnit
Area2,856mm²
Ix18,652,288mm⁴
Centroid from web back24.74mm
Iy1,639,084mm⁴
rx80.81mm
ry23.96mm
kf (web λey 45)1.00
φNs771.1kN
λn = (le/r)√kf √(fy/250)54.22
αa20.55
λ = λn + αa·αb64.50
η0.166
ξ1.64
Slenderness reduction αc0.782
λn = (le/r)√kf √(fy/250)91.45
αa18.16
λ = λn + αa·αb100.5
η0.284
ξ1.01
Slenderness reduction αc0.537
φNc414.4kN
d 200bf 75Lex 4 m · Ley 2 mαc,x 0.782 · αc,y 0.537φNs = 771 kNφNc = 414 kNN* = 400 kN00.5limit 1.0N* ≤ φNc0.97 PASS
Diagram for the worked example

Method, formulas and assumptions

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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.