UB 610x305x179

United Kingdom

Dimensions

620 mm

depth

307 mm

flange width

t_f

23.6 mm

flange thickness

t_w

14.1 mm

web thickness

r₁

16.5 mm

fillet radius

Secondary Dimensions

540 mm

depth between fillets

P_B

2,410 mm

perimeter

Properties

179 kg/m

weight

22,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

154 mm

shear center distance to edge

x-x Axis

I_x

1.53ᴇ9 mm⁴

moment of inertia

S_x

4.93ᴇ6 mm³

elastic section modulus

Z_x

5.55ᴇ6 mm³

plastic section modulus

r_x

259 mm

radius of gyration

c_y

310 mm

distance from edge to centroidal axis

y_p

310 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

114ᴇ6 mm⁴

moment of inertia

S_y

743,000 mm³

elastic section modulus

Z_y

1.14ᴇ6 mm³

plastic section modulus

r_y

70.7 mm

radius of gyration

c_x

154 mm

distance from edge to centroidal axis

x_p

154 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.4ᴇ6 mm⁴

torsional constant

C_w

10.2ᴇ12 mm⁶

warping constant

W_no

45,800 mm²

normalized warping function

S_w1

83ᴇ6 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

825 kN-m

available flexural strength

V_n

Ω_v

868 kN

available shear strength

W_max

1,740 kN

maximum uniform load

Open in beam calculator →

P_max

1,080 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

169 kN-m

available flexural strength

V_n

Ω_v

1,290 kN

available shear strength

W_max

445 kN

maximum uniform load

Open in beam calculator →

P_max

222 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,390 kN

available tensile strength

P_n

Ω_c

3,070 kN

available compressive strength

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