W 460x260 W 18x175

Canada

Dimensions

509 mm

depth

289 mm

flange width

T_f

40.4 mm

flange thickness

22.6 mm

web thickness

Secondary Dimensions

P_B

2,130 mm

perimeter

k_des

62 mm

design distance including flange thickness and web fillet

Properties

Mass

260 kg/m

weight

33,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

144 mm

shear center distance to edge

x-x Axis

I_x

1.44ᴇ9 mm⁴

moment of inertia

S_x

5.65ᴇ6 mm³

elastic section modulus

Z_x

6.53ᴇ6 mm³

plastic section modulus

r_x

208 mm

radius of gyration

254 mm

distance from edge to centroidal axis

y_p

254 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

163ᴇ6 mm⁴

moment of inertia

S_y

1.13ᴇ6 mm³

elastic section modulus

Z_y

1.74ᴇ6 mm³

plastic section modulus

r_y

70.1 mm

radius of gyration

144 mm

distance from edge to centroidal axis

x_p

144 mm

horizontal distance from edge to plastic neutral axis

Torsion

14.1ᴇ6 mm⁴

torsional constant

C_w

8.95ᴇ12 mm⁶

warping constant

W_no

33,900 mm²

normalized warping function

S_w1

98.8ᴇ6 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

971 kN-m

available flexural strength

V_n

Ω_v

1,140 kN

available shear strength

W_max

2,280 kN

maximum uniform load

Open in beam calculator →

P_max

1,270 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

259 kN-m

available flexural strength

V_n

Ω_v

2,080 kN

available shear strength

W_max

679 kN

maximum uniform load

Open in beam calculator →

P_max

339 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,920 kN

available tensile strength

P_n

Ω_c

4,450 kN

available compressive strength

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