W 530x72 W 21x48

Canada

Dimensions

524 mm

depth

207 mm

flange width

T_f

10.9 mm

flange thickness

8.9 mm

web thickness

Secondary Dimensions

P_B

1,860 mm

perimeter

k_des

28 mm

design distance including flange thickness and web fillet

Properties

Mass

72 kg/m

weight

9,120 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

104 mm

shear center distance to edge

x-x Axis

I_x

400ᴇ6 mm⁴

moment of inertia

S_x

1.52ᴇ6 mm³

elastic section modulus

Z_x

1.75ᴇ6 mm³

plastic section modulus

r_x

209 mm

radius of gyration

262 mm

distance from edge to centroidal axis

y_p

262 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

16.2ᴇ6 mm⁴

moment of inertia

S_y

156,000 mm³

elastic section modulus

Z_y

244,000 mm³

plastic section modulus

r_y

42.1 mm

radius of gyration

103 mm

distance from edge to centroidal axis

x_p

103 mm

horizontal distance from edge to plastic neutral axis

Torsion

334,000 mm⁴

torsional constant

C_w

1.06ᴇ12 mm⁶

warping constant

W_no

26,600 mm²

normalized warping function

S_w1

15ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

260 kN-m

available flexural strength

V_n

Ω_v

463 kN

available shear strength

W_max

683 kN

maximum uniform load

Open in beam calculator →

P_max

341 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

36.3 kN-m

available flexural strength

V_n

Ω_v

402 kN

available shear strength

W_max

95.2 kN

maximum uniform load

Open in beam calculator →

P_max

47.6 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,360 kN

available tensile strength

P_n

Ω_c

1,030 kN

available compressive strength

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