HSS 60.3x3.9 HSS 2.375x0.154

United States

Dimensions

60.5 mm

outer diameter

t_nom

3.91 mm

wall thickness (nominal)

t_des

3.63 mm

wall thickness (design)

Properties

5.45 kg/m

weight

645 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

261,000 mm⁴

moment of inertia

S_x

8,650 mm³

elastic section modulus

Z_x

11,700 mm³

plastic section modulus

r_x

20.1 mm

radius of gyration

30.2 mm

distance from edge to centroidal axis

y_p

30.2 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

261,000 mm⁴

moment of inertia

S_y

8,650 mm³

elastic section modulus

Z_y

11,700 mm³

plastic section modulus

r_y

20.1 mm

radius of gyration

30.2 mm

distance from edge to centroidal axis

x_p

30.2 mm

horizontal distance from edge to plastic neutral axis

Torsion

520,000 mm⁴

torsional constant

17,400 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

16.6

slenderness ratio

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

345 N/mm²

yield strength

F_u

427 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

2.41 kN-m

available flexural strength

V_n

Ω_v

40 kN

available shear strength

W_max

6.33 kN

maximum uniform load

Open in beam calculator →

P_max

3.17 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

2.41 kN-m

available flexural strength

V_n

Ω_v

40 kN

available shear strength

W_max

6.33 kN

maximum uniform load

Open in beam calculator →

P_max

3.17 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

103 kN

available tensile strength

P_n

Ω_c

29.1 kN

available compressive strength

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