150 UC 23.4

Australia

Dimensions

152 mm

depth

152 mm

flange width

T_f

6.83 mm

flange thickness

T_w

6.1 mm

web thickness

r₁

8.9 mm

fillet radius

Properties

23.4 kg/m

weight

2,980 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

76.2 mm

shear center distance to edge

x-x Axis

I_x

12.6ᴇ6 mm⁴

moment of inertia

S_x

167,000 mm³

elastic section modulus

Z_x

184,000 mm³

plastic section modulus

r_x

65.1 mm

radius of gyration

C_y

76.2 mm

distance from edge to centroidal axis

y_p

76.2 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

4.03ᴇ6 mm⁴

moment of inertia

S_y

52,900 mm³

elastic section modulus

Z_y

80,900 mm³

plastic section modulus

r_y

36.7 mm

radius of gyration

C_x

76.2 mm

distance from edge to centroidal axis

x_p

76.2 mm

horizontal distance from edge to plastic neutral axis

Torsion

48,700 mm⁴

torsional constant

I_w

21.4ᴇ9 mm⁶

warping constant

W_no

5,550 mm²

normalized warping function

S_w1

1.44ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

260 N/mm²

yield strength

F_u

410 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

28.3 kN-m

available flexural strength

V_n

Ω_v

96.7 kN

available shear strength

W_max

74.2 kN

maximum uniform load

Open in beam calculator →

P_max

37.1 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

12.4 kN-m

available flexural strength

V_n

Ω_v

194 kN

available shear strength

W_max

32.4 kN

maximum uniform load

Open in beam calculator →

P_max

16.2 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

458 kN

available tensile strength

P_n

Ω_c

317 kN

available compressive strength

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