UC 356x406x393

United Kingdom

Dimensions

419 mm

depth

407 mm

flange width

t_f

49.2 mm

flange thickness

t_w

30.6 mm

web thickness

r₁

15.2 mm

fillet radius

Secondary Dimensions

290 mm

depth between fillets

P_B

2,380 mm

perimeter

Properties

393 kg/m

weight

50,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

204 mm

shear center distance to edge

x-x Axis

I_x

1.47ᴇ9 mm⁴

moment of inertia

S_x

7ᴇ6 mm³

elastic section modulus

Z_x

8.22ᴇ6 mm³

plastic section modulus

r_x

171 mm

radius of gyration

c_y

210 mm

distance from edge to centroidal axis

y_p

210 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

554ᴇ6 mm⁴

moment of inertia

S_y

2.72ᴇ6 mm³

elastic section modulus

Z_y

4.15ᴇ6 mm³

plastic section modulus

r_y

105 mm

radius of gyration

c_x

204 mm

distance from edge to centroidal axis

x_p

204 mm

horizontal distance from edge to plastic neutral axis

Torsion

35.5ᴇ6 mm⁴

torsional constant

C_w

18.9ᴇ12 mm⁶

warping constant

W_no

37,600 mm²

normalized warping function

S_w1

188ᴇ6 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

1,220 kN-m

available flexural strength

V_n

Ω_v

1,270 kN

available shear strength

W_max

2,550 kN

maximum uniform load

Open in beam calculator →

P_max

1,600 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

617 kN-m

available flexural strength

V_n

Ω_v

3,570 kN

available shear strength

W_max

1,620 kN

maximum uniform load

Open in beam calculator →

P_max

809 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

7,450 kN

available tensile strength

P_n

Ω_c

7,120 kN

available compressive strength

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