UB 457x191x106

United Kingdom

Dimensions

469 mm

depth

194 mm

flange width

t_f

20.6 mm

flange thickness

t_w

12.6 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

408 mm

depth between fillets

P_B

1,670 mm

perimeter

Properties

106 kg/m

weight

13,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

97 mm

shear center distance to edge

x-x Axis

I_x

489ᴇ6 mm⁴

moment of inertia

S_x

2.08ᴇ6 mm³

elastic section modulus

Z_x

2.39ᴇ6 mm³

plastic section modulus

r_x

190 mm

radius of gyration

c_y

235 mm

distance from edge to centroidal axis

y_p

235 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

25.1ᴇ6 mm⁴

moment of inertia

S_y

259,000 mm³

elastic section modulus

Z_y

405,000 mm³

plastic section modulus

r_y

43.2 mm

radius of gyration

c_x

97 mm

distance from edge to centroidal axis

x_p

97 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.46ᴇ6 mm⁴

torsional constant

C_w

1.27ᴇ12 mm⁶

warping constant

W_no

21,800 mm²

normalized warping function

S_w1

21.7ᴇ6 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

355 kN-m

available flexural strength

V_n

Ω_v

587 kN

available shear strength

W_max

932 kN

maximum uniform load

Open in beam calculator →

P_max

466 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

60.2 kN-m

available flexural strength

V_n

Ω_v

713 kN

available shear strength

W_max

158 kN

maximum uniform load

Open in beam calculator →

P_max

79 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,010 kN

available tensile strength

P_n

Ω_c

1,540 kN

available compressive strength

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