UB 457x191x67

United Kingdom

Dimensions

453 mm

depth

190 mm

flange width

t_f

12.7 mm

flange thickness

t_w

8.5 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

408 mm

depth between fillets

P_B

1,630 mm

perimeter

Properties

67.1 kg/m

weight

8,550 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

94.9 mm

shear center distance to edge

x-x Axis

I_x

294ᴇ6 mm⁴

moment of inertia

S_x

1.3ᴇ6 mm³

elastic section modulus

Z_x

1.47ᴇ6 mm³

plastic section modulus

r_x

185 mm

radius of gyration

c_y

227 mm

distance from edge to centroidal axis

y_p

227 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

14.5ᴇ6 mm⁴

moment of inertia

S_y

153,000 mm³

elastic section modulus

Z_y

237,000 mm³

plastic section modulus

r_y

41.2 mm

radius of gyration

c_x

95 mm

distance from edge to centroidal axis

x_p

94.9 mm

horizontal distance from edge to plastic neutral axis

Torsion

371,000 mm⁴

torsional constant

C_w

705ᴇ9 mm⁶

warping constant

W_no

20,900 mm²

normalized warping function

S_w1

12.6ᴇ6 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

218 kN-m

available flexural strength

V_n

Ω_v

383 kN

available shear strength

W_max

573 kN

maximum uniform load

Open in beam calculator →

P_max

287 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

35.2 kN-m

available flexural strength

V_n

Ω_v

430 kN

available shear strength

W_max

92.5 kN

maximum uniform load

Open in beam calculator →

P_max

46.2 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,270 kN

available tensile strength

P_n

Ω_c

953 kN

available compressive strength

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