S 460x81.4 S 18x54.7

Canada

Dimensions

457 mm

depth

152 mm

flange width

T_f

17.6 mm

flange thickness

11.7 mm

web thickness

Secondary Dimensions

P_B

1,500 mm

perimeter

k_des

37 mm

design distance including flange thickness and web fillet

Properties

Mass

81.4 kg/m

weight

10,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

76 mm

shear center distance to edge

x-x Axis

I_x

335ᴇ6 mm⁴

moment of inertia

S_x

1.47ᴇ6 mm³

elastic section modulus

Z_x

1.71ᴇ6 mm³

plastic section modulus

r_x

180 mm

radius of gyration

228 mm

distance from edge to centroidal axis

y_p

228 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

8.62ᴇ6 mm⁴

moment of inertia

S_y

113,000 mm³

elastic section modulus

Z_y

199,000 mm³

plastic section modulus

r_y

28.8 mm

radius of gyration

76 mm

distance from edge to centroidal axis

x_p

76 mm

horizontal distance from edge to plastic neutral axis

Torsion

983,000 mm⁴

torsional constant

C_w

416ᴇ9 mm⁶

warping constant

W_no

16,700 mm²

normalized warping function

S_w1

11.2ᴇ6 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

254 kN-m

available flexural strength

V_n

Ω_v

531 kN

available shear strength

W_max

667 kN

maximum uniform load

Open in beam calculator →

P_max

334 kN

maximum point load

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Minor Axis Bending

M_n

Ω_b

26.9 kN-m

available flexural strength

V_n

Ω_v

477 kN

available shear strength

W_max

70.5 kN

maximum uniform load

Open in beam calculator →

P_max

35.3 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,550 kN

available tensile strength

P_n

Ω_c

857 kN

available compressive strength

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