UB 762x267x134

United Kingdom

Dimensions

750 mm

depth

264 mm

flange width

t_f

15.5 mm

flange thickness

t_w

12 mm

web thickness

r₁

16.5 mm

fillet radius

Secondary Dimensions

686 mm

depth between fillets

P_B

2,510 mm

perimeter

Properties

134 kg/m

weight

17,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

132 mm

shear center distance to edge

x-x Axis

I_x

1.51ᴇ9 mm⁴

moment of inertia

S_x

4.02ᴇ6 mm³

elastic section modulus

Z_x

4.64ᴇ6 mm³

plastic section modulus

r_x

297 mm

radius of gyration

c_y

375 mm

distance from edge to centroidal axis

y_p

375 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

47.9ᴇ6 mm⁴

moment of inertia

S_y

362,000 mm³

elastic section modulus

Z_y

570,000 mm³

plastic section modulus

r_y

53 mm

radius of gyration

c_x

132 mm

distance from edge to centroidal axis

x_p

132 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.19ᴇ6 mm⁴

torsional constant

C_w

6.46ᴇ12 mm⁶

warping constant

W_no

48,600 mm²

normalized warping function

S_w1

49.7ᴇ6 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

690 kN-m

available flexural strength

V_n

Ω_v

894 kN

available shear strength

W_max

1,790 kN

maximum uniform load

Open in beam calculator →

P_max

905 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

84.7 kN-m

available flexural strength

V_n

Ω_v

731 kN

available shear strength

W_max

222 kN

maximum uniform load

Open in beam calculator →

P_max

111 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,540 kN

available tensile strength

P_n

Ω_c

2,140 kN

available compressive strength

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