W 460x61 W 18x41

Canada

Dimensions

450 mm

depth

189 mm

flange width

T_f

10.8 mm

flange thickness

8.1 mm

web thickness

Secondary Dimensions

P_B

1,640 mm

perimeter

k_des

28 mm

design distance including flange thickness and web fillet

Properties

Mass

61 kg/m

weight

7,640 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

94.5 mm

shear center distance to edge

x-x Axis

I_x

254ᴇ6 mm⁴

moment of inertia

S_x

1.13ᴇ6 mm³

elastic section modulus

Z_x

1.29ᴇ6 mm³

plastic section modulus

r_x

182 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

12.2ᴇ6 mm⁴

moment of inertia

S_y

129,000 mm³

elastic section modulus

Z_y

200,000 mm³

plastic section modulus

r_y

39.9 mm

radius of gyration

94.5 mm

distance from edge to centroidal axis

x_p

94.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

256,000 mm⁴

torsional constant

C_w

587ᴇ9 mm⁶

warping constant

W_no

20,800 mm²

normalized warping function

S_w1

10.6ᴇ6 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

192 kN-m

available flexural strength

V_n

Ω_v

362 kN

available shear strength

W_max

503 kN

maximum uniform load

Open in beam calculator →

P_max

252 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

29.7 kN-m

available flexural strength

V_n

Ω_v

364 kN

available shear strength

W_max

78 kN

maximum uniform load

Open in beam calculator →

P_max

39 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,140 kN

available tensile strength

P_n

Ω_c

835 kN

available compressive strength

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