400 WC 270

Australia

Dimensions

414 mm

depth

400 mm

flange width

T_f

32 mm

flange thickness

T_w

25 mm

web thickness

r₁

8 mm

fillet radius

Properties

270 kg/m

weight

34,400 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

1.03ᴇ9 mm⁴

moment of inertia

S_x

4.96ᴇ6 mm³

elastic section modulus

Z_x

5.66ᴇ6 mm³

plastic section modulus

r_x

173 mm

radius of gyration

C_y

207 mm

distance from edge to centroidal axis

y_p

207 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

342ᴇ6 mm⁴

moment of inertia

S_y

1.71ᴇ6 mm³

elastic section modulus

Z_y

2.61ᴇ6 mm³

plastic section modulus

r_y

99.7 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

10.6ᴇ6 mm⁴

torsional constant

I_w

12.5ᴇ12 mm⁶

warping constant

W_no

38,200 mm²

normalized warping function

S_w1

122ᴇ6 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

847 kN-m

available flexural strength

V_n

Ω_v

1,040 kN

available shear strength

W_max

2,070 kN

maximum uniform load

Open in beam calculator →

P_max

1,110 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

391 kN-m

available flexural strength

V_n

Ω_v

2,300 kN

available shear strength

W_max

1,030 kN

maximum uniform load

Open in beam calculator →

P_max

513 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,140 kN

available tensile strength

P_n

Ω_c

4,890 kN

available compressive strength

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