UB 533x312x182

United Kingdom

Dimensions

551 mm

depth

314 mm

flange width

t_f

24.4 mm

flange thickness

t_w

15.2 mm

web thickness

r₁

12.7 mm

fillet radius

Secondary Dimensions

476 mm

depth between fillets

P_B

2,310 mm

perimeter

Properties

182 kg/m

weight

23,100 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

1.23ᴇ9 mm⁴

moment of inertia

S_x

4.48ᴇ6 mm³

elastic section modulus

Z_x

5.04ᴇ6 mm³

plastic section modulus

r_x

231 mm

radius of gyration

c_y

275 mm

distance from edge to centroidal axis

y_p

275 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

127ᴇ6 mm⁴

moment of inertia

S_y

806,000 mm³

elastic section modulus

Z_y

1.24ᴇ6 mm³

plastic section modulus

r_y

74 mm

radius of gyration

c_x

157 mm

distance from edge to centroidal axis

x_p

157 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.73ᴇ6 mm⁴

torsional constant

C_w

8.77ᴇ12 mm⁶

warping constant

W_no

41,400 mm²

normalized warping function

S_w1

79.4ᴇ6 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

749 kN-m

available flexural strength

V_n

Ω_v

831 kN

available shear strength

W_max

1,660 kN

maximum uniform load

Open in beam calculator →

P_max

983 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

184 kN-m

available flexural strength

V_n

Ω_v

1,370 kN

available shear strength

W_max

484 kN

maximum uniform load

Open in beam calculator →

P_max

242 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,430 kN

available tensile strength

P_n

Ω_c

3,140 kN

available compressive strength

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