150 UC 38

Australia

Dimensions

161 mm

depth

154 mm

flange width

T_f

11.3 mm

flange thickness

T_w

9.5 mm

web thickness

r₁

7.6 mm

fillet radius

Properties

38 kg/m

weight

4,840 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

77 mm

shear center distance to edge

x-x Axis

I_x

21.9ᴇ6 mm⁴

moment of inertia

S_x

272,000 mm³

elastic section modulus

Z_x

309,000 mm³

plastic section modulus

r_x

67.2 mm

radius of gyration

C_y

80.5 mm

distance from edge to centroidal axis

y_p

80.5 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

6.89ᴇ6 mm⁴

moment of inertia

S_y

89,500 mm³

elastic section modulus

Z_y

137,000 mm³

plastic section modulus

r_y

37.7 mm

radius of gyration

C_x

77 mm

distance from edge to centroidal axis

x_p

77 mm

horizontal distance from edge to plastic neutral axis

Torsion

204,000 mm⁴

torsional constant

I_w

38.6ᴇ9 mm⁶

warping constant

W_no

5,760 mm²

normalized warping function

S_w1

2.51ᴇ6 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

46.3 kN-m

available flexural strength

V_n

Ω_v

153 kN

available shear strength

W_max

121 kN

maximum uniform load

Open in beam calculator →

P_max

60.7 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

20.5 kN-m

available flexural strength

V_n

Ω_v

313 kN

available shear strength

W_max

53.8 kN

maximum uniform load

Open in beam calculator →

P_max

26.9 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

725 kN

available tensile strength

P_n

Ω_c

512 kN

available compressive strength

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