UC 356x406x744

United Kingdom

Dimensions

498 mm

depth

432 mm

flange width

t_f

88.9 mm

flange thickness

t_w

55.6 mm

web thickness

r₁

15 mm

fillet radius

Secondary Dimensions

290 mm

depth between fillets

P_B

2,590 mm

perimeter

Properties

744 kg/m

weight

94,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

216 mm

shear center distance to edge

x-x Axis

I_x

3.42ᴇ9 mm⁴

moment of inertia

S_x

13.7ᴇ6 mm³

elastic section modulus

Z_x

17.2ᴇ6 mm³

plastic section modulus

r_x

190 mm

radius of gyration

c_y

249 mm

distance from edge to centroidal axis

y_p

249 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

1.2ᴇ9 mm⁴

moment of inertia

S_y

5.55ᴇ6 mm³

elastic section modulus

Z_y

8.55ᴇ6 mm³

plastic section modulus

r_y

113 mm

radius of gyration

c_x

216 mm

distance from edge to centroidal axis

x_p

216 mm

horizontal distance from edge to plastic neutral axis

Torsion

214ᴇ6 mm⁴

torsional constant

C_w

50ᴇ12 mm⁶

warping constant

W_no

44,200 mm²

normalized warping function

S_w1

424ᴇ6 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

2,560 kN-m

available flexural strength

V_n

Ω_v

2,750 kN

available shear strength

W_max

5,500 kN

maximum uniform load

Open in beam calculator →

P_max

3,350 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1,270 kN-m

available flexural strength

V_n

Ω_v

6,850 kN

available shear strength

W_max

3,340 kN

maximum uniform load

Open in beam calculator →

P_max

1,670 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

14,100 kN

available tensile strength

P_n

Ω_c

13,600 kN

available compressive strength

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