S 510x128 S 20x86

Canada

Dimensions

516 mm

depth

179 mm

flange width

T_f

23.4 mm

flange thickness

16.8 mm

web thickness

Secondary Dimensions

P_B

1,710 mm

perimeter

k_des

45 mm

design distance including flange thickness and web fillet

Properties

Mass

128 kg/m

weight

16,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

89.5 mm

shear center distance to edge

x-x Axis

I_x

658ᴇ6 mm⁴

moment of inertia

S_x

2.55ᴇ6 mm³

elastic section modulus

Z_x

3.01ᴇ6 mm³

plastic section modulus

r_x

200 mm

radius of gyration

258 mm

distance from edge to centroidal axis

y_p

258 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

19.2ᴇ6 mm⁴

moment of inertia

S_y

214,000 mm³

elastic section modulus

Z_y

378,000 mm³

plastic section modulus

r_y

34.2 mm

radius of gyration

89.5 mm

distance from edge to centroidal axis

x_p

89.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.78ᴇ6 mm⁴

torsional constant

C_w

1.16ᴇ12 mm⁶

warping constant

W_no

22,000 mm²

normalized warping function

S_w1

23.1ᴇ6 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

447 kN-m

available flexural strength

V_n

Ω_v

861 kN

available shear strength

W_max

1,170 kN

maximum uniform load

Open in beam calculator →

P_max

587 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

50.9 kN-m

available flexural strength

V_n

Ω_v

747 kN

available shear strength

W_max

134 kN

maximum uniform load

Open in beam calculator →

P_max

66.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,440 kN

available tensile strength

P_n

Ω_c

1,600 kN

available compressive strength

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