Steel Member Design

Design steel beams and columns per Eurocode 3, AISC 360, and AS 4100. Select a section from the database, set loading, and get moment, shear, axial, and combined interaction checks with lighter section suggestions.

Eurocode 3 · AISC 360 · AS 4100

Design Parameters

Standard

Steel Grade

Section

Member Type

Geometry & Loading

Lb Major (mm)

Lb Minor (mm)

K Factor

M_Ed (kN·m)

V_Ed (kN)

N_Ed (kN)

Design Results — UB 152x89x16

FAIL

Moment Capacity

14.6 kN·m

Shear Capacity

93.0 kN

Axial Capacity

43.9 kN

Euler Pcr Major

457 kN

Euler Pcr Minor

49 kN

Utilization

Moment686.3%

Shear86.0%

Axial0.0%

Combined (Interaction)686.3%