UB 1016x305x350

United Kingdom

Dimensions

1,010 mm

depth

302 mm

flange width

t_f

40 mm

flange thickness

t_w

21.1 mm

web thickness

r₁

30 mm

fillet radius

Secondary Dimensions

868 mm

depth between fillets

P_B

3,130 mm

perimeter

Properties

350 kg/m

weight

44,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

151 mm

shear center distance to edge

x-x Axis

I_x

7.23ᴇ9 mm⁴

moment of inertia

S_x

14.3ᴇ6 mm³

elastic section modulus

Z_x

16.6ᴇ6 mm³

plastic section modulus

r_x

403 mm

radius of gyration

c_y

504 mm

distance from edge to centroidal axis

y_p

504 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

185ᴇ6 mm⁴

moment of inertia

S_y

1.22ᴇ6 mm³

elastic section modulus

Z_y

1.94ᴇ6 mm³

plastic section modulus

r_y

64.4 mm

radius of gyration

c_x

151 mm

distance from edge to centroidal axis

x_p

151 mm

horizontal distance from edge to plastic neutral axis

Torsion

17.2ᴇ6 mm⁴

torsional constant

C_w

43.3ᴇ12 mm⁶

warping constant

W_no

73,100 mm²

normalized warping function

S_w1

221ᴇ6 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

2,470 kN-m

available flexural strength

V_n

Ω_v

2,110 kN

available shear strength

W_max

4,220 kN

maximum uniform load

Open in beam calculator →

P_max

3,240 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

288 kN-m

available flexural strength

V_n

Ω_v

2,150 kN

available shear strength

W_max

757 kN

maximum uniform load

Open in beam calculator →

P_max

378 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,610 kN

available tensile strength

P_n

Ω_c

5,880 kN

available compressive strength

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