400 WC 303

Australia

Dimensions

422 mm

depth

400 mm

flange width

T_f

36 mm

flange thickness

T_w

28 mm

web thickness

r₁

8 mm

fillet radius

Properties

303 kg/m

weight

38,600 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

1.18ᴇ9 mm⁴

moment of inertia

S_x

5.58ᴇ6 mm³

elastic section modulus

Z_x

6.42ᴇ6 mm³

plastic section modulus

r_x

175 mm

radius of gyration

C_y

211 mm

distance from edge to centroidal axis

y_p

211 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

385ᴇ6 mm⁴

moment of inertia

S_y

1.92ᴇ6 mm³

elastic section modulus

Z_y

2.95ᴇ6 mm³

plastic section modulus

r_y

99.8 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

15ᴇ6 mm⁴

torsional constant

I_w

14.3ᴇ12 mm⁶

warping constant

W_no

38,600 mm²

normalized warping function

S_w1

139ᴇ6 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

961 kN-m

available flexural strength

V_n

Ω_v

1,180 kN

available shear strength

W_max

2,360 kN

maximum uniform load

Open in beam calculator →

P_max

1,260 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

442 kN-m

available flexural strength

V_n

Ω_v

2,590 kN

available shear strength

W_max

1,160 kN

maximum uniform load

Open in beam calculator →

P_max

580 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,780 kN

available tensile strength

P_n

Ω_c

5,500 kN

available compressive strength

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