W 460x128 W 18x86

Canada

Dimensions

467 mm

depth

282 mm

flange width

T_f

19.6 mm

flange thickness

12.2 mm

web thickness

Secondary Dimensions

P_B

2,040 mm

perimeter

k_des

41 mm

design distance including flange thickness and web fillet

Properties

Mass

128 kg/m

weight

16,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

141 mm

shear center distance to edge

x-x Axis

I_x

637ᴇ6 mm⁴

moment of inertia

S_x

2.73ᴇ6 mm³

elastic section modulus

Z_x

3.05ᴇ6 mm³

plastic section modulus

r_x

197 mm

radius of gyration

234 mm

distance from edge to centroidal axis

y_p

234 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

73.3ᴇ6 mm⁴

moment of inertia

S_y

520,000 mm³

elastic section modulus

Z_y

796,000 mm³

plastic section modulus

r_y

66.9 mm

radius of gyration

141 mm

distance from edge to centroidal axis

x_p

141 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.72ᴇ6 mm⁴

torsional constant

C_w

3.67ᴇ12 mm⁶

warping constant

W_no

31,500 mm²

normalized warping function

S_w1

43.6ᴇ6 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

453 kN-m

available flexural strength

V_n

Ω_v

566 kN

available shear strength

W_max

1,130 kN

maximum uniform load

Open in beam calculator →

P_max

595 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

118 kN-m

available flexural strength

V_n

Ω_v

986 kN

available shear strength

W_max

311 kN

maximum uniform load

Open in beam calculator →

P_max

155 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,440 kN

available tensile strength

P_n

Ω_c

2,190 kN

available compressive strength

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