UB 457x152x67

United Kingdom

Dimensions

458 mm

depth

154 mm

flange width

t_f

15 mm

flange thickness

t_w

9 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

408 mm

depth between fillets

P_B

1,500 mm

perimeter

Properties

67.2 kg/m

weight

8,560 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

76.9 mm

shear center distance to edge

x-x Axis

I_x

289ᴇ6 mm⁴

moment of inertia

S_x

1.26ᴇ6 mm³

elastic section modulus

Z_x

1.45ᴇ6 mm³

plastic section modulus

r_x

184 mm

radius of gyration

c_y

229 mm

distance from edge to centroidal axis

y_p

229 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

9.13ᴇ6 mm⁴

moment of inertia

S_y

119,000 mm³

elastic section modulus

Z_y

187,000 mm³

plastic section modulus

r_y

32.7 mm

radius of gyration

c_x

76.9 mm

distance from edge to centroidal axis

x_p

76.9 mm

horizontal distance from edge to plastic neutral axis

Torsion

477,000 mm⁴

torsional constant

C_w

448ᴇ9 mm⁶

warping constant

W_no

17,000 mm²

normalized warping function

S_w1

9.82ᴇ6 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

216 kN-m

available flexural strength

V_n

Ω_v

409 kN

available shear strength

W_max

566 kN

maximum uniform load

Open in beam calculator →

P_max

283 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

27.8 kN-m

available flexural strength

V_n

Ω_v

411 kN

available shear strength

W_max

72.9 kN

maximum uniform load

Open in beam calculator →

P_max

36.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,270 kN

available tensile strength

P_n

Ω_c

805 kN

available compressive strength

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