UB 457x191x98

United Kingdom

Dimensions

467 mm

depth

193 mm

flange width

t_f

19.6 mm

flange thickness

t_w

11.4 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

408 mm

depth between fillets

P_B

1,670 mm

perimeter

Properties

98.3 kg/m

weight

12,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

96.4 mm

shear center distance to edge

x-x Axis

I_x

457ᴇ6 mm⁴

moment of inertia

S_x

1.96ᴇ6 mm³

elastic section modulus

Z_x

2.23ᴇ6 mm³

plastic section modulus

r_x

191 mm

radius of gyration

c_y

234 mm

distance from edge to centroidal axis

y_p

234 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

23.5ᴇ6 mm⁴

moment of inertia

S_y

243,000 mm³

elastic section modulus

Z_y

379,000 mm³

plastic section modulus

r_y

43.3 mm

radius of gyration

c_x

96.4 mm

distance from edge to centroidal axis

x_p

96.4 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.21ᴇ6 mm⁴

torsional constant

C_w

1.18ᴇ12 mm⁶

warping constant

W_no

21,600 mm²

normalized warping function

S_w1

20.4ᴇ6 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

331 kN-m

available flexural strength

V_n

Ω_v

529 kN

available shear strength

W_max

870 kN

maximum uniform load

Open in beam calculator →

P_max

435 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

56.3 kN-m

available flexural strength

V_n

Ω_v

674 kN

available shear strength

W_max

148 kN

maximum uniform load

Open in beam calculator →

P_max

73.9 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,860 kN

available tensile strength

P_n

Ω_c

1,430 kN

available compressive strength

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