310 UC 137

Australia

Dimensions

321 mm

depth

309 mm

flange width

T_f

21.7 mm

flange thickness

T_w

13.8 mm

web thickness

r₁

16.5 mm

fillet radius

Properties

137 kg/m

weight

17,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

154 mm

shear center distance to edge

x-x Axis

I_x

328ᴇ6 mm⁴

moment of inertia

S_x

2.05ᴇ6 mm³

elastic section modulus

Z_x

2.3ᴇ6 mm³

plastic section modulus

r_x

137 mm

radius of gyration

C_y

160 mm

distance from edge to centroidal axis

y_p

160 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

107ᴇ6 mm⁴

moment of inertia

S_y

690,000 mm³

elastic section modulus

Z_y

1.05ᴇ6 mm³

plastic section modulus

r_y

78.1 mm

radius of gyration

C_x

154 mm

distance from edge to centroidal axis

x_p

154 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.5ᴇ6 mm⁴

torsional constant

I_w

2.38ᴇ12 mm⁶

warping constant

W_no

23,100 mm²

normalized warping function

S_w1

38.6ᴇ6 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

344 kN-m

available flexural strength

V_n

Ω_v

442 kN

available shear strength

W_max

885 kN

maximum uniform load

Open in beam calculator →

P_max

452 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

157 kN-m

available flexural strength

V_n

Ω_v

1,200 kN

available shear strength

W_max

413 kN

maximum uniform load

Open in beam calculator →

P_max

206 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,620 kN

available tensile strength

P_n

Ω_c

2,420 kN

available compressive strength

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