UB 1016x305x222

United Kingdom

Dimensions

970 mm

depth

300 mm

flange width

t_f

21.1 mm

flange thickness

t_w

16 mm

web thickness

r₁

30 mm

fillet radius

Secondary Dimensions

868 mm

depth between fillets

P_B

3,060 mm

perimeter

Properties

222 kg/m

weight

28,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

150 mm

shear center distance to edge

x-x Axis

I_x

4.08ᴇ9 mm⁴

moment of inertia

S_x

8.41ᴇ6 mm³

elastic section modulus

Z_x

9.81ᴇ6 mm³

plastic section modulus

r_x

380 mm

radius of gyration

c_y

485 mm

distance from edge to centroidal axis

y_p

485 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

95.5ᴇ6 mm⁴

moment of inertia

S_y

636,000 mm³

elastic section modulus

Z_y

1.02ᴇ6 mm³

plastic section modulus

r_y

58.1 mm

radius of gyration

c_x

150 mm

distance from edge to centroidal axis

x_p

150 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.9ᴇ6 mm⁴

torsional constant

C_w

21.5ᴇ12 mm⁶

warping constant

W_no

71,200 mm²

normalized warping function

S_w1

113ᴇ6 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

1,460 kN-m

available flexural strength

V_n

Ω_v

1,540 kN

available shear strength

W_max

3,080 kN

maximum uniform load

Open in beam calculator →

P_max

1,910 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

151 kN-m

available flexural strength

V_n

Ω_v

1,130 kN

available shear strength

W_max

397 kN

maximum uniform load

Open in beam calculator →

P_max

198 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,210 kN

available tensile strength

P_n

Ω_c

3,640 kN

available compressive strength

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