310 UC 198

Australia

Dimensions

340 mm

depth

314 mm

flange width

T_f

31.4 mm

flange thickness

T_w

19.2 mm

web thickness

r₁

15.2 mm

fillet radius

Properties

198 kg/m

weight

25,200 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

157 mm

shear center distance to edge

x-x Axis

I_x

508ᴇ6 mm⁴

moment of inertia

S_x

2.99ᴇ6 mm³

elastic section modulus

Z_x

3.44ᴇ6 mm³

plastic section modulus

r_x

142 mm

radius of gyration

C_y

170 mm

distance from edge to centroidal axis

y_p

170 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

162ᴇ6 mm⁴

moment of inertia

S_y

1.03ᴇ6 mm³

elastic section modulus

Z_y

1.58ᴇ6 mm³

plastic section modulus

r_y

80.2 mm

radius of gyration

C_x

157 mm

distance from edge to centroidal axis

x_p

157 mm

horizontal distance from edge to plastic neutral axis

Torsion

7.34ᴇ6 mm⁴

torsional constant

I_w

3.86ᴇ12 mm⁶

warping constant

W_no

24,200 mm²

normalized warping function

S_w1

59.7ᴇ6 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

515 kN-m

available flexural strength

V_n

Ω_v

653 kN

available shear strength

W_max

1,310 kN

maximum uniform load

Open in beam calculator →

P_max

676 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

237 kN-m

available flexural strength

V_n

Ω_v

1,770 kN

available shear strength

W_max

621 kN

maximum uniform load

Open in beam calculator →

P_max

310 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,770 kN

available tensile strength

P_n

Ω_c

3,490 kN

available compressive strength

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