UB 610x229x140

United Kingdom

Dimensions

617 mm

depth

230 mm

flange width

t_f

22.1 mm

flange thickness

t_w

13.1 mm

web thickness

r₁

12.7 mm

fillet radius

Secondary Dimensions

548 mm

depth between fillets

P_B

2,110 mm

perimeter

Properties

140 kg/m

weight

17,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

115 mm

shear center distance to edge

x-x Axis

I_x

1.12ᴇ9 mm⁴

moment of inertia

S_x

3.62ᴇ6 mm³

elastic section modulus

Z_x

4.14ᴇ6 mm³

plastic section modulus

r_x

250 mm

radius of gyration

c_y

309 mm

distance from edge to centroidal axis

y_p

309 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

45.1ᴇ6 mm⁴

moment of inertia

S_y

391,000 mm³

elastic section modulus

Z_y

611,000 mm³

plastic section modulus

r_y

50.3 mm

radius of gyration

c_x

115 mm

distance from edge to centroidal axis

x_p

115 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.16ᴇ6 mm⁴

torsional constant

C_w

3.99ᴇ12 mm⁶

warping constant

W_no

34,200 mm²

normalized warping function

S_w1

43.6ᴇ6 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

615 kN-m

available flexural strength

V_n

Ω_v

803 kN

available shear strength

W_max

1,610 kN

maximum uniform load

Open in beam calculator →

P_max

808 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

90.8 kN-m

available flexural strength

V_n

Ω_v

907 kN

available shear strength

W_max

238 kN

maximum uniform load

Open in beam calculator →

P_max

119 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,650 kN

available tensile strength

P_n

Ω_c

2,180 kN

available compressive strength

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