W 530x85 W 21x57

Canada

Dimensions

535 mm

depth

166 mm

flange width

T_f

16.5 mm

flange thickness

10.3 mm

web thickness

Secondary Dimensions

P_B

1,710 mm

perimeter

k_des

33 mm

design distance including flange thickness and web fillet

Properties

Mass

85 kg/m

weight

10,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

83 mm

shear center distance to edge

x-x Axis

I_x

485ᴇ6 mm⁴

moment of inertia

S_x

1.81ᴇ6 mm³

elastic section modulus

Z_x

2.1ᴇ6 mm³

plastic section modulus

r_x

212 mm

radius of gyration

267 mm

distance from edge to centroidal axis

y_p

267 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

12.6ᴇ6 mm⁴

moment of inertia

S_y

152,000 mm³

elastic section modulus

Z_y

242,000 mm³

plastic section modulus

r_y

34.2 mm

radius of gyration

83 mm

distance from edge to centroidal axis

x_p

83 mm

horizontal distance from edge to plastic neutral axis

Torsion

737,000 mm⁴

torsional constant

C_w

849ᴇ9 mm⁶

warping constant

W_no

21,500 mm²

normalized warping function

S_w1

14.7ᴇ6 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

312 kN-m

available flexural strength

V_n

Ω_v

547 kN

available shear strength

W_max

819 kN

maximum uniform load

Open in beam calculator →

P_max

410 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

36 kN-m

available flexural strength

V_n

Ω_v

489 kN

available shear strength

W_max

94.4 kN

maximum uniform load

Open in beam calculator →

P_max

47.2 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,610 kN

available tensile strength

P_n

Ω_c

1,060 kN

available compressive strength

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