UB 762x267x197

United Kingdom

Dimensions

770 mm

depth

268 mm

flange width

t_f

25.4 mm

flange thickness

t_w

15.6 mm

web thickness

r₁

16.5 mm

fillet radius

Secondary Dimensions

686 mm

depth between fillets

P_B

2,550 mm

perimeter

Properties

197 kg/m

weight

25,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

134 mm

shear center distance to edge

x-x Axis

I_x

2.4ᴇ9 mm⁴

moment of inertia

S_x

6.23ᴇ6 mm³

elastic section modulus

Z_x

7.17ᴇ6 mm³

plastic section modulus

r_x

309 mm

radius of gyration

c_y

385 mm

distance from edge to centroidal axis

y_p

385 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

81.7ᴇ6 mm⁴

moment of inertia

S_y

610,000 mm³

elastic section modulus

Z_y

958,000 mm³

plastic section modulus

r_y

57.1 mm

radius of gyration

c_x

134 mm

distance from edge to centroidal axis

x_p

134 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.04ᴇ6 mm⁴

torsional constant

C_w

11.3ᴇ12 mm⁶

warping constant

W_no

49,900 mm²

normalized warping function

S_w1

84.9ᴇ6 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

1,070 kN-m

available flexural strength

V_n

Ω_v

1,190 kN

available shear strength

W_max

2,380 kN

maximum uniform load

Open in beam calculator →

P_max

1,400 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

142 kN-m

available flexural strength

V_n

Ω_v

1,210 kN

available shear strength

W_max

374 kN

maximum uniform load

Open in beam calculator →

P_max

187 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,730 kN

available tensile strength

P_n

Ω_c

3,210 kN

available compressive strength

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