500 WC 267

Australia

Dimensions

500 mm

depth

500 mm

flange width

T_f

25 mm

flange thickness

T_w

20 mm

web thickness

r₁

8 mm

fillet radius

Properties

267 kg/m

weight

34,000 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

1.56ᴇ9 mm⁴

moment of inertia

S_x

6.26ᴇ6 mm³

elastic section modulus

Z_x

6.95ᴇ6 mm³

plastic section modulus

r_x

214 mm

radius of gyration

C_y

250 mm

distance from edge to centroidal axis

y_p

250 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

521ᴇ6 mm⁴

moment of inertia

S_y

2.08ᴇ6 mm³

elastic section modulus

Z_y

3.17ᴇ6 mm³

plastic section modulus

r_y

124 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

6.41ᴇ6 mm⁴

torsional constant

I_w

29.4ᴇ12 mm⁶

warping constant

W_no

59,400 mm²

normalized warping function

S_w1

186ᴇ6 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

1,040 kN-m

available flexural strength

V_n

Ω_v

1,000 kN

available shear strength

W_max

2,000 kN

maximum uniform load

Open in beam calculator →

P_max

1,370 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

475 kN-m

available flexural strength

V_n

Ω_v

2,250 kN

available shear strength

W_max

1,250 kN

maximum uniform load

Open in beam calculator →

P_max

623 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,090 kN

available tensile strength

P_n

Ω_c

4,930 kN

available compressive strength

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