W 530x138 W 21x93

Canada

Dimensions

549 mm

depth

214 mm

flange width

T_f

23.6 mm

flange thickness

14.7 mm

web thickness

Secondary Dimensions

P_B

1,920 mm

perimeter

k_des

40 mm

design distance including flange thickness and web fillet

Properties

Mass

138 kg/m

weight

17,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

107 mm

shear center distance to edge

x-x Axis

I_x

861ᴇ6 mm⁴

moment of inertia

S_x

3.14ᴇ6 mm³

elastic section modulus

Z_x

3.61ᴇ6 mm³

plastic section modulus

r_x

221 mm

radius of gyration

274 mm

distance from edge to centroidal axis

y_p

274 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

38.7ᴇ6 mm⁴

moment of inertia

S_y

362,000 mm³

elastic section modulus

Z_y

569,000 mm³

plastic section modulus

r_y

46.9 mm

radius of gyration

107 mm

distance from edge to centroidal axis

x_p

107 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.5ᴇ6 mm⁴

torsional constant

C_w

2.67ᴇ12 mm⁶

warping constant

W_no

28,100 mm²

normalized warping function

S_w1

35.5ᴇ6 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

537 kN-m

available flexural strength

V_n

Ω_v

801 kN

available shear strength

W_max

1,410 kN

maximum uniform load

Open in beam calculator →

P_max

704 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

84.6 kN-m

available flexural strength

V_n

Ω_v

901 kN

available shear strength

W_max

222 kN

maximum uniform load

Open in beam calculator →

P_max

111 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,620 kN

available tensile strength

P_n

Ω_c

2,090 kN

available compressive strength

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