500 WC 228

Australia

Dimensions

490 mm

depth

500 mm

flange width

T_f

20 mm

flange thickness

T_w

20 mm

web thickness

r₁

8 mm

fillet radius

Properties

228 kg/m

weight

29,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

250 mm

shear center distance to edge

x-x Axis

I_x

1.26ᴇ9 mm⁴

moment of inertia

S_x

5.14ᴇ6 mm³

elastic section modulus

Z_x

5.71ᴇ6 mm³

plastic section modulus

r_x

208 mm

radius of gyration

C_y

245 mm

distance from edge to centroidal axis

y_p

245 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

417ᴇ6 mm⁴

moment of inertia

S_y

1.67ᴇ6 mm³

elastic section modulus

Z_y

2.55ᴇ6 mm³

plastic section modulus

r_y

120 mm

radius of gyration

C_x

250 mm

distance from edge to centroidal axis

x_p

250 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.87ᴇ6 mm⁴

torsional constant

I_w

23ᴇ12 mm⁶

warping constant

W_no

58,700 mm²

normalized warping function

S_w1

147ᴇ6 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

823 kN-m

available flexural strength

V_n

Ω_v

980 kN

available shear strength

W_max

1,960 kN

maximum uniform load

Open in beam calculator →

P_max

1,080 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

361 kN-m

available flexural strength

V_n

Ω_v

1,800 kN

available shear strength

W_max

948 kN

maximum uniform load

Open in beam calculator →

P_max

474 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,340 kN

available tensile strength

P_n

Ω_c

4,190 kN

available compressive strength

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