UB 356x127x33

United Kingdom

Dimensions

349 mm

depth

125 mm

flange width

t_f

8.5 mm

flange thickness

t_w

6 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

312 mm

depth between fillets

P_B

1,170 mm

perimeter

Properties

33.1 kg/m

weight

4,210 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

62.7 mm

shear center distance to edge

x-x Axis

I_x

82.5ᴇ6 mm⁴

moment of inertia

S_x

473,000 mm³

elastic section modulus

Z_x

543,000 mm³

plastic section modulus

r_x

140 mm

radius of gyration

c_y

174 mm

distance from edge to centroidal axis

y_p

174 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

2.8ᴇ6 mm⁴

moment of inertia

S_y

44,700 mm³

elastic section modulus

Z_y

70,200 mm³

plastic section modulus

r_y

25.8 mm

radius of gyration

c_x

62.7 mm

distance from edge to centroidal axis

x_p

62.7 mm

horizontal distance from edge to plastic neutral axis

Torsion

87,900 mm⁴

torsional constant

C_w

81ᴇ9 mm⁶

warping constant

W_no

10,700 mm²

normalized warping function

S_w1

2.84ᴇ6 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

80.7 kN-m

available flexural strength

V_n

Ω_v

208 kN

available shear strength

W_max

212 kN

maximum uniform load

Open in beam calculator →

P_max

106 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

10.4 kN-m

available flexural strength

V_n

Ω_v

190 kN

available shear strength

W_max

27.4 kN

maximum uniform load

Open in beam calculator →

P_max

13.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

626 kN

available tensile strength

P_n

Ω_c

300 kN

available compressive strength

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