W 460x52 W 18x35

Canada

Dimensions

450 mm

depth

152 mm

flange width

T_f

10.8 mm

flange thickness

7.6 mm

web thickness

Secondary Dimensions

P_B

1,490 mm

perimeter

k_des

28 mm

design distance including flange thickness and web fillet

Properties

Mass

52 kg/m

weight

6,630 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

76 mm

shear center distance to edge

x-x Axis

I_x

212ᴇ6 mm⁴

moment of inertia

S_x

943,000 mm³

elastic section modulus

Z_x

1.09ᴇ6 mm³

plastic section modulus

r_x

179 mm

radius of gyration

225 mm

distance from edge to centroidal axis

y_p

225 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

6.34ᴇ6 mm⁴

moment of inertia

S_y

83,400 mm³

elastic section modulus

Z_y

131,000 mm³

plastic section modulus

r_y

30.9 mm

radius of gyration

76 mm

distance from edge to centroidal axis

x_p

76 mm

horizontal distance from edge to plastic neutral axis

Torsion

210,000 mm⁴

torsional constant

C_w

306ᴇ9 mm⁶

warping constant

W_no

16,700 mm²

normalized warping function

S_w1

6.85ᴇ6 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

162 kN-m

available flexural strength

V_n

Ω_v

340 kN

available shear strength

W_max

425 kN

maximum uniform load

Open in beam calculator →

P_max

213 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

19.5 kN-m

available flexural strength

V_n

Ω_v

293 kN

available shear strength

W_max

51.1 kN

maximum uniform load

Open in beam calculator →

P_max

25.6 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

985 kN

available tensile strength

P_n

Ω_c

590 kN

available compressive strength

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