UC 356x406x235

United Kingdom

Dimensions

381 mm

depth

395 mm

flange width

t_f

30.2 mm

flange thickness

t_w

18.4 mm

web thickness

r₁

15.2 mm

fillet radius

Secondary Dimensions

290 mm

depth between fillets

P_B

2,280 mm

perimeter

Properties

235 kg/m

weight

29,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

197 mm

shear center distance to edge

x-x Axis

I_x

791ᴇ6 mm⁴

moment of inertia

S_x

4.15ᴇ6 mm³

elastic section modulus

Z_x

4.69ᴇ6 mm³

plastic section modulus

r_x

163 mm

radius of gyration

c_y

191 mm

distance from edge to centroidal axis

y_p

190 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

310ᴇ6 mm⁴

moment of inertia

S_y

1.57ᴇ6 mm³

elastic section modulus

Z_y

2.38ᴇ6 mm³

plastic section modulus

r_y

102 mm

radius of gyration

c_x

197 mm

distance from edge to centroidal axis

x_p

197 mm

horizontal distance from edge to plastic neutral axis

Torsion

8.12ᴇ6 mm⁴

torsional constant

C_w

9.54ᴇ12 mm⁶

warping constant

W_no

34,600 mm²

normalized warping function

S_w1

103ᴇ6 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

697 kN-m

available flexural strength

V_n

Ω_v

696 kN

available shear strength

W_max

1,390 kN

maximum uniform load

Open in beam calculator →

P_max

915 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

354 kN-m

available flexural strength

V_n

Ω_v

2,130 kN

available shear strength

W_max

928 kN

maximum uniform load

Open in beam calculator →

P_max

464 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,440 kN

available tensile strength

P_n

Ω_c

4,240 kN

available compressive strength

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