250 UC 89.5

Australia

Dimensions

260 mm

depth

256 mm

flange width

T_f

17.3 mm

flange thickness

T_w

10.5 mm

web thickness

r₁

14 mm

fillet radius

Properties

89.5 kg/m

weight

11,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

128 mm

shear center distance to edge

x-x Axis

I_x

143ᴇ6 mm⁴

moment of inertia

S_x

1.1ᴇ6 mm³

elastic section modulus

Z_x

1.23ᴇ6 mm³

plastic section modulus

r_x

112 mm

radius of gyration

C_y

130 mm

distance from edge to centroidal axis

y_p

130 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

48.5ᴇ6 mm⁴

moment of inertia

S_y

378,000 mm³

elastic section modulus

Z_y

575,000 mm³

plastic section modulus

r_y

65.1 mm

radius of gyration

C_x

128 mm

distance from edge to centroidal axis

x_p

128 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.04ᴇ6 mm⁴

torsional constant

I_w

716ᴇ9 mm⁶

warping constant

W_no

15,600 mm²

normalized warping function

S_w1

17.2ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

250 N/mm²

yield strength

F_u

410 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

184 kN-m

available flexural strength

V_n

Ω_v

273 kN

available shear strength

W_max

483 kN

maximum uniform load

Open in beam calculator →

P_max

242 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

86.1 kN-m

available flexural strength

V_n

Ω_v

795 kN

available shear strength

W_max

226 kN

maximum uniform load

Open in beam calculator →

P_max

113 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,710 kN

available tensile strength

P_n

Ω_c

1,520 kN

available compressive strength

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