UC 356x406x287

United Kingdom

Dimensions

394 mm

depth

399 mm

flange width

t_f

36.5 mm

flange thickness

t_w

22.6 mm

web thickness

r₁

15.2 mm

fillet radius

Secondary Dimensions

290 mm

depth between fillets

P_B

2,310 mm

perimeter

Properties

287 kg/m

weight

36,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

200 mm

shear center distance to edge

x-x Axis

I_x

999ᴇ6 mm⁴

moment of inertia

S_x

5.07ᴇ6 mm³

elastic section modulus

Z_x

5.81ᴇ6 mm³

plastic section modulus

r_x

165 mm

radius of gyration

c_y

197 mm

distance from edge to centroidal axis

y_p

197 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

387ᴇ6 mm⁴

moment of inertia

S_y

1.94ᴇ6 mm³

elastic section modulus

Z_y

2.95ᴇ6 mm³

plastic section modulus

r_y

103 mm

radius of gyration

c_x

200 mm

distance from edge to centroidal axis

x_p

200 mm

horizontal distance from edge to plastic neutral axis

Torsion

14.4ᴇ6 mm⁴

torsional constant

C_w

12.3ᴇ12 mm⁶

warping constant

W_no

35,600 mm²

normalized warping function

S_w1

130ᴇ6 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

864 kN-m

available flexural strength

V_n

Ω_v

883 kN

available shear strength

W_max

1,770 kN

maximum uniform load

Open in beam calculator →

P_max

1,130 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

438 kN-m

available flexural strength

V_n

Ω_v

2,600 kN

available shear strength

W_max

1,150 kN

maximum uniform load

Open in beam calculator →

P_max

575 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,440 kN

available tensile strength

P_n

Ω_c

5,190 kN

available compressive strength

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