Beam Design — BuildMetrics

⚙ Beam Design

⛭ Steel (EC3)

🌳 Timber (EC5)

Section Properties ▾

Section Type

Designation

Grade

Wpl,y (cm³)

Ixx (cm⁴)

h (mm)

tw (mm)

b (mm)

tf (mm)

A (cm²)

r (mm)

Span & Support ▾

Support Condition

Span L (m)

Applied Loads (ULS) ▾

Enter factored ULS loads directly, or use the Gk/Qk fields below for auto-combination.

Auto Load Combination (1.35Gk + 1.5Qk)

Gk (kN/m)

Qk (kN/m)

wEd = 1.35×5 + 1.5×3 = 11.25 kN/m

Design Load List (ULS)

Utilisation Ratio

—%

—

MEd

—

kNm

VEd

—

δmax

—

Section

—

Design Checks

Beam Configuration & Reactions

Bending Moment Diagram (kNm)

Shear Force Diagram (kN)

Deflection Profile (mm)

Design Summary