Composite Member Design

Checks passing5/5

Flexure (Mf/Mrc)0.571

Beam Shear (Vf/Vr)0.290

Min. Connection0.400

LL Deflection (L/360)0.162

Total Deflection (L/240)0.246

W530x82 · Solid slab · t = 130 mm · spacing s = 3000 mm · span L = 9000 mm

1Project Information

Project

Number

Revision

2Steel Section & Materials

Designation

Yield(MPa)

Depth d(mm)

Flange bf(mm)

tf(mm)

tw(mm)

Area As(mm²)

Is(mm⁴)

3Geometry & Slab

Span L(mm)

Spacing s(mm)

Slab tₛ(mm)

Rib hd(mm)

f′c(MPa)

γc(kg/m³)

4Shear Studs

Diameter(mm)

Height(mm)

Fu(MPa)

Conn. ratio p(—)

5Factored Loads

Mf(kN·m)

Vf(kN)

6Service Loads (UDL)

wD (steel)(kN/m)

wD (comp.)(kN/m)

wL(kN/m)