W 530x165 W 21x111

Canada

Dimensions

546 mm

depth

313 mm

flange width

T_f

22.2 mm

flange thickness

14 mm

web thickness

Secondary Dimensions

P_B

2,320 mm

perimeter

k_des

44 mm

design distance including flange thickness and web fillet

Properties

Mass

165 kg/m

weight

21,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

157 mm

shear center distance to edge

x-x Axis

I_x

1.11ᴇ9 mm⁴

moment of inertia

S_x

4.06ᴇ6 mm³

elastic section modulus

Z_x

4.55ᴇ6 mm³

plastic section modulus

r_x

230 mm

radius of gyration

273 mm

distance from edge to centroidal axis

y_p

273 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

114ᴇ6 mm⁴

moment of inertia

S_y

726,000 mm³

elastic section modulus

Z_y

1.11ᴇ6 mm³

plastic section modulus

r_y

73.4 mm

radius of gyration

156 mm

distance from edge to centroidal axis

x_p

156 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.83ᴇ6 mm⁴

torsional constant

C_w

7.79ᴇ12 mm⁶

warping constant

W_no

41,000 mm²

normalized warping function

S_w1

71.2ᴇ6 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

676 kN-m

available flexural strength

V_n

Ω_v

759 kN

available shear strength

W_max

1,520 kN

maximum uniform load

Open in beam calculator →

P_max

887 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

165 kN-m

available flexural strength

V_n

Ω_v

1,240 kN

available shear strength

W_max

433 kN

maximum uniform load

Open in beam calculator →

P_max

217 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,140 kN

available tensile strength

P_n

Ω_c

2,860 kN

available compressive strength

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