310 UC 118

Australia

Dimensions

315 mm

depth

307 mm

flange width

T_f

18.7 mm

flange thickness

T_w

11.9 mm

web thickness

r₁

16.5 mm

fillet radius

Properties

118 kg/m

weight

15,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

153 mm

shear center distance to edge

x-x Axis

I_x

276ᴇ6 mm⁴

moment of inertia

S_x

1.76ᴇ6 mm³

elastic section modulus

Z_x

1.95ᴇ6 mm³

plastic section modulus

r_x

136 mm

radius of gyration

C_y

157 mm

distance from edge to centroidal axis

y_p

157 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

90.1ᴇ6 mm⁴

moment of inertia

S_y

587,000 mm³

elastic section modulus

Z_y

892,000 mm³

plastic section modulus

r_y

77.5 mm

radius of gyration

C_x

153 mm

distance from edge to centroidal axis

x_p

153 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.6ᴇ6 mm⁴

torsional constant

I_w

1.97ᴇ12 mm⁶

warping constant

W_no

22,700 mm²

normalized warping function

S_w1

32.6ᴇ6 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

292 kN-m

available flexural strength

V_n

Ω_v

374 kN

available shear strength

W_max

749 kN

maximum uniform load

Open in beam calculator →

P_max

383 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

134 kN-m

available flexural strength

V_n

Ω_v

1,030 kN

available shear strength

W_max

350 kN

maximum uniform load

Open in beam calculator →

P_max

175 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,250 kN

available tensile strength

P_n

Ω_c

2,070 kN

available compressive strength

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