UB 610x178x100

United Kingdom

Dimensions

607 mm

depth

179 mm

flange width

t_f

17.2 mm

flange thickness

t_w

11.3 mm

web thickness

r₁

12.7 mm

fillet radius

Secondary Dimensions

548 mm

depth between fillets

P_B

1,890 mm

perimeter

Properties

100 kg/m

weight

12,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

89.6 mm

shear center distance to edge

x-x Axis

I_x

725ᴇ6 mm⁴

moment of inertia

S_x

2.39ᴇ6 mm³

elastic section modulus

Z_x

2.79ᴇ6 mm³

plastic section modulus

r_x

238 mm

radius of gyration

c_y

304 mm

distance from edge to centroidal axis

y_p

304 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

16.6ᴇ6 mm⁴

moment of inertia

S_y

185,000 mm³

elastic section modulus

Z_y

296,000 mm³

plastic section modulus

r_y

36 mm

radius of gyration

c_x

89.6 mm

distance from edge to centroidal axis

x_p

89.6 mm

horizontal distance from edge to plastic neutral axis

Torsion

950,000 mm⁴

torsional constant

C_w

1.44ᴇ12 mm⁶

warping constant

W_no

26,400 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

415 kN-m

available flexural strength

V_n

Ω_v

681 kN

available shear strength

W_max

1,090 kN

maximum uniform load

Open in beam calculator →

P_max

544 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

44 kN-m

available flexural strength

V_n

Ω_v

550 kN

available shear strength

W_max

115 kN

maximum uniform load

Open in beam calculator →

P_max

57.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,900 kN

available tensile strength

P_n

Ω_c

1,300 kN

available compressive strength

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