310 UC 240

Australia

Dimensions

353 mm

depth

318 mm

flange width

T_f

37.7 mm

flange thickness

T_w

23 mm

web thickness

r₁

15.2 mm

fillet radius

Properties

240 kg/m

weight

30,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

159 mm

shear center distance to edge

x-x Axis

I_x

642ᴇ6 mm⁴

moment of inertia

S_x

3.64ᴇ6 mm³

elastic section modulus

Z_x

4.25ᴇ6 mm³

plastic section modulus

r_x

145 mm

radius of gyration

C_y

176 mm

distance from edge to centroidal axis

y_p

176 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

202ᴇ6 mm⁴

moment of inertia

S_y

1.27ᴇ6 mm³

elastic section modulus

Z_y

1.95ᴇ6 mm³

plastic section modulus

r_y

81.4 mm

radius of gyration

C_x

159 mm

distance from edge to centroidal axis

x_p

159 mm

horizontal distance from edge to plastic neutral axis

Torsion

12.7ᴇ6 mm⁴

torsional constant

I_w

5.01ᴇ12 mm⁶

warping constant

W_no

25,000 mm²

normalized warping function

S_w1

75ᴇ6 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

636 kN-m

available flexural strength

V_n

Ω_v

811 kN

available shear strength

W_max

1,620 kN

maximum uniform load

Open in beam calculator →

P_max

835 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

292 kN-m

available flexural strength

V_n

Ω_v

2,150 kN

available shear strength

W_max

766 kN

maximum uniform load

Open in beam calculator →

P_max

383 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,580 kN

available tensile strength

P_n

Ω_c

4,250 kN

available compressive strength

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