W 460x464 W 18x311

Canada

Dimensions

567 mm

depth

305 mm

flange width

T_f

69.6 mm

flange thickness

38.6 mm

web thickness

Secondary Dimensions

P_B

2,280 mm

perimeter

k_des

86 mm

design distance including flange thickness and web fillet

Properties

Mass

464 kg/m

weight

59,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

153 mm

shear center distance to edge

x-x Axis

I_x

2.9ᴇ9 mm⁴

moment of inertia

S_x

10.2ᴇ6 mm³

elastic section modulus

Z_x

12.4ᴇ6 mm³

plastic section modulus

r_x

222 mm

radius of gyration

283 mm

distance from edge to centroidal axis

y_p

284 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

331ᴇ6 mm⁴

moment of inertia

S_y

2.17ᴇ6 mm³

elastic section modulus

Z_y

3.4ᴇ6 mm³

plastic section modulus

r_y

74.9 mm

radius of gyration

152 mm

distance from edge to centroidal axis

x_p

152 mm

horizontal distance from edge to plastic neutral axis

Torsion

73.1ᴇ6 mm⁴

torsional constant

C_w

20.5ᴇ12 mm⁶

warping constant

W_no

37,900 mm²

normalized warping function

S_w1

201ᴇ6 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

1,840 kN-m

available flexural strength

V_n

Ω_v

2,170 kN

available shear strength

W_max

4,350 kN

maximum uniform load

Open in beam calculator →

P_max

2,420 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

505 kN-m

available flexural strength

V_n

Ω_v

3,790 kN

available shear strength

W_max

1,330 kN

maximum uniform load

Open in beam calculator →

P_max

663 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

8,780 kN

available tensile strength

P_n

Ω_c

8,050 kN

available compressive strength

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