400 WC 144

Australia

Dimensions

382 mm

depth

400 mm

flange width

T_f

16 mm

flange thickness

T_w

16 mm

web thickness

r₁

8 mm

fillet radius

Properties

144 kg/m

weight

18,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

200 mm

shear center distance to edge

x-x Axis

I_x

486ᴇ6 mm⁴

moment of inertia

S_x

2.55ᴇ6 mm³

elastic section modulus

Z_x

2.83ᴇ6 mm³

plastic section modulus

r_x

163 mm

radius of gyration

C_y

191 mm

distance from edge to centroidal axis

y_p

191 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

171ᴇ6 mm⁴

moment of inertia

S_y

854,000 mm³

elastic section modulus

Z_y

1.3ᴇ6 mm³

plastic section modulus

r_y

96.2 mm

radius of gyration

C_x

200 mm

distance from edge to centroidal axis

x_p

200 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.57ᴇ6 mm⁴

torsional constant

I_w

5.72ᴇ12 mm⁶

warping constant

W_no

36,600 mm²

normalized warping function

S_w1

58.6ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

250 N/mm²

yield strength

F_u

410 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

408 kN-m

available flexural strength

V_n

Ω_v

611 kN

available shear strength

W_max

1,070 kN

maximum uniform load

Open in beam calculator →

P_max

536 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

184 kN-m

available flexural strength

V_n

Ω_v

1,150 kN

available shear strength

W_max

483 kN

maximum uniform load

Open in beam calculator →

P_max

242 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,750 kN

available tensile strength

P_n

Ω_c

2,610 kN

available compressive strength

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