UB 533x210x101

United Kingdom

Dimensions

537 mm

depth

210 mm

flange width

t_f

17.4 mm

flange thickness

t_w

10.8 mm

web thickness

r₁

12.7 mm

fillet radius

Secondary Dimensions

476 mm

depth between fillets

P_B

1,870 mm

perimeter

Properties

101 kg/m

weight

12,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

105 mm

shear center distance to edge

x-x Axis

I_x

615ᴇ6 mm⁴

moment of inertia

S_x

2.29ᴇ6 mm³

elastic section modulus

Z_x

2.61ᴇ6 mm³

plastic section modulus

r_x

219 mm

radius of gyration

c_y

268 mm

distance from edge to centroidal axis

y_p

268 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

26.9ᴇ6 mm⁴

moment of inertia

S_y

256,000 mm³

elastic section modulus

Z_y

399,000 mm³

plastic section modulus

r_y

45.7 mm

radius of gyration

c_x

105 mm

distance from edge to centroidal axis

x_p

105 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.01ᴇ6 mm⁴

torsional constant

C_w

1.81ᴇ12 mm⁶

warping constant

W_no

27,300 mm²

normalized warping function

S_w1

24.9ᴇ6 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

388 kN-m

available flexural strength

V_n

Ω_v

575 kN

available shear strength

W_max

1,020 kN

maximum uniform load

Open in beam calculator →

P_max

509 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

59.3 kN-m

available flexural strength

V_n

Ω_v

652 kN

available shear strength

W_max

156 kN

maximum uniform load

Open in beam calculator →

P_max

77.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,920 kN

available tensile strength

P_n

Ω_c

1,520 kN

available compressive strength

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