W 460x235 W 18x158

Canada

Dimensions

501 mm

depth

287 mm

flange width

T_f

36.6 mm

flange thickness

20.6 mm

web thickness

Secondary Dimensions

P_B

2,110 mm

perimeter

k_des

58 mm

design distance including flange thickness and web fillet

Properties

Mass

235 kg/m

weight

29,900 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

1.27ᴇ9 mm⁴

moment of inertia

S_x

5.08ᴇ6 mm³

elastic section modulus

Z_x

5.84ᴇ6 mm³

plastic section modulus

r_x

206 mm

radius of gyration

251 mm

distance from edge to centroidal axis

y_p

250 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

145ᴇ6 mm⁴

moment of inertia

S_y

1.01ᴇ6 mm³

elastic section modulus

Z_y

1.55ᴇ6 mm³

plastic section modulus

r_y

69.5 mm

radius of gyration

144 mm

distance from edge to centroidal axis

x_p

143 mm

horizontal distance from edge to plastic neutral axis

Torsion

10.5ᴇ6 mm⁴

torsional constant

C_w

7.79ᴇ12 mm⁶

warping constant

W_no

33,300 mm²

normalized warping function

S_w1

87.5ᴇ6 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

868 kN-m

available flexural strength

V_n

Ω_v

1,020 kN

available shear strength

W_max

2,050 kN

maximum uniform load

Open in beam calculator →

P_max

1,140 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

230 kN-m

available flexural strength

V_n

Ω_v

1,870 kN

available shear strength

W_max

605 kN

maximum uniform load

Open in beam calculator →

P_max

302 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,440 kN

available tensile strength

P_n

Ω_c

4,020 kN

available compressive strength

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