UB 457x152x82

United Kingdom

Dimensions

466 mm

depth

155 mm

flange width

t_f

18.9 mm

flange thickness

t_w

10.5 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

408 mm

depth between fillets

P_B

1,510 mm

perimeter

Properties

82.1 kg/m

weight

10,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

77.7 mm

shear center distance to edge

x-x Axis

I_x

366ᴇ6 mm⁴

moment of inertia

S_x

1.57ᴇ6 mm³

elastic section modulus

Z_x

1.81ᴇ6 mm³

plastic section modulus

r_x

187 mm

radius of gyration

c_y

233 mm

distance from edge to centroidal axis

y_p

233 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

11.8ᴇ6 mm⁴

moment of inertia

S_y

153,000 mm³

elastic section modulus

Z_y

240,000 mm³

plastic section modulus

r_y

33.7 mm

radius of gyration

c_x

77.6 mm

distance from edge to centroidal axis

x_p

77.6 mm

horizontal distance from edge to plastic neutral axis

Torsion

892,000 mm⁴

torsional constant

C_w

591ᴇ9 mm⁶

warping constant

W_no

17,400 mm²

normalized warping function

S_w1

12.7ᴇ6 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

486 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

35.7 kN-m

available flexural strength

V_n

Ω_v

524 kN

available shear strength

W_max

93.6 kN

maximum uniform load

Open in beam calculator →

P_max

46.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,560 kN

available tensile strength

P_n

Ω_c

1,010 kN

available compressive strength

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