UB 1016x305x415

United Kingdom

Dimensions

1,020 mm

depth

304 mm

flange width

t_f

46 mm

flange thickness

t_w

26 mm

web thickness

r₁

30 mm

fillet radius

Secondary Dimensions

868 mm

depth between fillets

P_B

3,170 mm

perimeter

Properties

415 kg/m

weight

52,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

152 mm

shear center distance to edge

x-x Axis

I_x

8.53ᴇ9 mm⁴

moment of inertia

S_x

16.7ᴇ6 mm³

elastic section modulus

Z_x

19.6ᴇ6 mm³

plastic section modulus

r_x

402 mm

radius of gyration

c_y

510 mm

distance from edge to centroidal axis

y_p

510 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

217ᴇ6 mm⁴

moment of inertia

S_y

1.43ᴇ6 mm³

elastic section modulus

Z_y

2.3ᴇ6 mm³

plastic section modulus

r_y

64.1 mm

radius of gyration

c_x

152 mm

distance from edge to centroidal axis

x_p

152 mm

horizontal distance from edge to plastic neutral axis

Torsion

27ᴇ6 mm⁴

torsional constant

C_w

51.1ᴇ12 mm⁶

warping constant

W_no

74,000 mm²

normalized warping function

S_w1

259ᴇ6 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

2,910 kN-m

available flexural strength

V_n

Ω_v

2,630 kN

available shear strength

W_max

5,270 kN

maximum uniform load

Open in beam calculator →

P_max

3,820 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

340 kN-m

available flexural strength

V_n

Ω_v

2,490 kN

available shear strength

W_max

893 kN

maximum uniform load

Open in beam calculator →

P_max

446 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

7,860 kN

available tensile strength

P_n

Ω_c

6,980 kN

available compressive strength

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