UB 1016x305x494

United Kingdom

Dimensions

1,040 mm

depth

309 mm

flange width

t_f

54 mm

flange thickness

t_w

31 mm

web thickness

r₁

30 mm

fillet radius

Secondary Dimensions

868 mm

depth between fillets

P_B

3,240 mm

perimeter

Properties

494 kg/m

weight

62,900 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

10.3ᴇ9 mm⁴

moment of inertia

S_x

19.8ᴇ6 mm³

elastic section modulus

Z_x

23.4ᴇ6 mm³

plastic section modulus

r_x

404 mm

radius of gyration

c_y

518 mm

distance from edge to centroidal axis

y_p

518 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

268ᴇ6 mm⁴

moment of inertia

S_y

1.74ᴇ6 mm³

elastic section modulus

Z_y

2.82ᴇ6 mm³

plastic section modulus

r_y

65.3 mm

radius of gyration

c_x

154 mm

distance from edge to centroidal axis

x_p

155 mm

horizontal distance from edge to plastic neutral axis

Torsion

44ᴇ6 mm⁴

torsional constant

C_w

64ᴇ12 mm⁶

warping constant

W_no

75,900 mm²

normalized warping function

S_w1

316ᴇ6 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

3,480 kN-m

available flexural strength

V_n

Ω_v

3,190 kN

available shear strength

W_max

6,380 kN

maximum uniform load

Open in beam calculator →

P_max

4,560 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

414 kN-m

available flexural strength

V_n

Ω_v

2,980 kN

available shear strength

W_max

1,090 kN

maximum uniform load

Open in beam calculator →

P_max

543 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

9,350 kN

available tensile strength

P_n

Ω_c

8,340 kN

available compressive strength

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