W 460x177 W 18x119

Canada

Dimensions

482 mm

depth

286 mm

flange width

T_f

26.9 mm

flange thickness

16.6 mm

web thickness

Secondary Dimensions

P_B

2,070 mm

perimeter

k_des

49 mm

design distance including flange thickness and web fillet

Properties

Mass

177 kg/m

weight

22,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

143 mm

shear center distance to edge

x-x Axis

I_x

910ᴇ6 mm⁴

moment of inertia

S_x

3.78ᴇ6 mm³

elastic section modulus

Z_x

4.28ᴇ6 mm³

plastic section modulus

r_x

201 mm

radius of gyration

241 mm

distance from edge to centroidal axis

y_p

241 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

105ᴇ6 mm⁴

moment of inertia

S_y

735,000 mm³

elastic section modulus

Z_y

1.13ᴇ6 mm³

plastic section modulus

r_y

68.2 mm

radius of gyration

143 mm

distance from edge to centroidal axis

x_p

143 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.41ᴇ6 mm⁴

torsional constant

C_w

5.44ᴇ12 mm⁶

warping constant

W_no

32,500 mm²

normalized warping function

S_w1

62.6ᴇ6 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

636 kN-m

available flexural strength

V_n

Ω_v

794 kN

available shear strength

W_max

1,590 kN

maximum uniform load

Open in beam calculator →

P_max

835 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

168 kN-m

available flexural strength

V_n

Ω_v

1,370 kN

available shear strength

W_max

441 kN

maximum uniform load

Open in beam calculator →

P_max

220 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,360 kN

available tensile strength

P_n

Ω_c

3,020 kN

available compressive strength

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