UC 203x203x86

United Kingdom

Dimensions

222 mm

depth

209 mm

flange width

t_f

20.5 mm

flange thickness

t_w

12.7 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

161 mm

depth between fillets

P_B

1,240 mm

perimeter

Properties

86.1 kg/m

weight

11,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

105 mm

shear center distance to edge

x-x Axis

I_x

94.5ᴇ6 mm⁴

moment of inertia

S_x

850,000 mm³

elastic section modulus

Z_x

977,000 mm³

plastic section modulus

r_x

92.8 mm

radius of gyration

c_y

111 mm

distance from edge to centroidal axis

y_p

111 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

31.3ᴇ6 mm⁴

moment of inertia

S_y

299,000 mm³

elastic section modulus

Z_y

456,000 mm³

plastic section modulus

r_y

53.4 mm

radius of gyration

c_x

105 mm

distance from edge to centroidal axis

x_p

105 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.37ᴇ6 mm⁴

torsional constant

C_w

318ᴇ9 mm⁶

warping constant

W_no

10,500 mm²

normalized warping function

S_w1

11.3ᴇ6 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

145 kN-m

available flexural strength

V_n

Ω_v

280 kN

available shear strength

W_max

381 kN

maximum uniform load

Open in beam calculator →

P_max

191 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

67.8 kN-m

available flexural strength

V_n

Ω_v

765 kN

available shear strength

W_max

178 kN

maximum uniform load

Open in beam calculator →

P_max

88.9 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,630 kN

available tensile strength

P_n

Ω_c

1,380 kN

available compressive strength

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