W 530x74 W 21x50

Canada

Dimensions

529 mm

depth

166 mm

flange width

T_f

13.6 mm

flange thickness

9.7 mm

web thickness

Secondary Dimensions

P_B

1,700 mm

perimeter

k_des

30 mm

design distance including flange thickness and web fillet

Properties

Mass

74 kg/m

weight

9,520 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

411ᴇ6 mm⁴

moment of inertia

S_x

1.55ᴇ6 mm³

elastic section modulus

Z_x

1.81ᴇ6 mm³

plastic section modulus

r_x

208 mm

radius of gyration

264 mm

distance from edge to centroidal axis

y_p

264 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

10.4ᴇ6 mm⁴

moment of inertia

S_y

125,000 mm³

elastic section modulus

Z_y

200,000 mm³

plastic section modulus

r_y

33.1 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

480,000 mm⁴

torsional constant

C_w

692ᴇ9 mm⁶

warping constant

W_no

21,400 mm²

normalized warping function

S_w1

12.1ᴇ6 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

269 kN-m

available flexural strength

V_n

Ω_v

509 kN

available shear strength

W_max

706 kN

maximum uniform load

Open in beam calculator →

P_max

353 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

29.7 kN-m

available flexural strength

V_n

Ω_v

403 kN

available shear strength

W_max

78 kN

maximum uniform load

Open in beam calculator →

P_max

39 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,410 kN

available tensile strength

P_n

Ω_c

906 kN

available compressive strength

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