W 530x272 W 21x182

Canada

Dimensions

577 mm

depth

318 mm

flange width

T_f

37.6 mm

flange thickness

21.1 mm

web thickness

Secondary Dimensions

P_B

2,380 mm

perimeter

k_des

59 mm

design distance including flange thickness and web fillet

Properties

Mass

272 kg/m

weight

34,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

159 mm

shear center distance to edge

x-x Axis

I_x

1.97ᴇ9 mm⁴

moment of inertia

S_x

6.84ᴇ6 mm³

elastic section modulus

Z_x

7.81ᴇ6 mm³

plastic section modulus

r_x

239 mm

radius of gyration

288 mm

distance from edge to centroidal axis

y_p

288 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

202ᴇ6 mm⁴

moment of inertia

S_y

1.27ᴇ6 mm³

elastic section modulus

Z_y

1.96ᴇ6 mm³

plastic section modulus

r_y

76.4 mm

radius of gyration

159 mm

distance from edge to centroidal axis

x_p

159 mm

horizontal distance from edge to plastic neutral axis

Torsion

12.8ᴇ6 mm⁴

torsional constant

C_w

14.7ᴇ12 mm⁶

warping constant

W_no

42,900 mm²

normalized warping function

S_w1

128ᴇ6 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

1,160 kN-m

available flexural strength

V_n

Ω_v

1,210 kN

available shear strength

W_max

2,420 kN

maximum uniform load

Open in beam calculator →

P_max

1,520 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

291 kN-m

available flexural strength

V_n

Ω_v

2,130 kN

available shear strength

W_max

765 kN

maximum uniform load

Open in beam calculator →

P_max

382 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,140 kN

available tensile strength

P_n

Ω_c

4,730 kN

available compressive strength

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