UB 610x178x92

United Kingdom

Dimensions

603 mm

depth

179 mm

flange width

t_f

15 mm

flange thickness

t_w

10.9 mm

web thickness

r₁

12.7 mm

fillet radius

Secondary Dimensions

548 mm

depth between fillets

P_B

1,880 mm

perimeter

Properties

92.2 kg/m

weight

11,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

89.4 mm

shear center distance to edge

x-x Axis

I_x

646ᴇ6 mm⁴

moment of inertia

S_x

2.14ᴇ6 mm³

elastic section modulus

Z_x

2.51ᴇ6 mm³

plastic section modulus

r_x

234 mm

radius of gyration

c_y

302 mm

distance from edge to centroidal axis

y_p

301 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

14.4ᴇ6 mm⁴

moment of inertia

S_y

161,000 mm³

elastic section modulus

Z_y

258,000 mm³

plastic section modulus

r_y

35 mm

radius of gyration

c_x

89.4 mm

distance from edge to centroidal axis

x_p

89.4 mm

horizontal distance from edge to plastic neutral axis

Torsion

710,000 mm⁴

torsional constant

C_w

1.24ᴇ12 mm⁶

warping constant

W_no

26,300 mm²

normalized warping function

S_w1

17.6ᴇ6 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

373 kN-m

available flexural strength

V_n

Ω_v

653 kN

available shear strength

W_max

979 kN

maximum uniform load

Open in beam calculator →

P_max

490 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

38.3 kN-m

available flexural strength

V_n

Ω_v

478 kN

available shear strength

W_max

100 kN

maximum uniform load

Open in beam calculator →

P_max

50.2 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,740 kN

available tensile strength

P_n

Ω_c

1,170 kN

available compressive strength

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