HSS 76.2x3.4 HSS 3.000x0.134

United States

Dimensions

76.2 mm

outer diameter

t_nom

3.4 mm

wall thickness (nominal)

t_des

3.15 mm

wall thickness (design)

Properties

6.12 kg/m

weight

723 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

483,000 mm⁴

moment of inertia

S_x

12,700 mm³

elastic section modulus

Z_x

16,900 mm³

plastic section modulus

r_x

25.9 mm

radius of gyration

38.1 mm

distance from edge to centroidal axis

y_p

38.1 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

483,000 mm⁴

moment of inertia

S_y

12,700 mm³

elastic section modulus

Z_y

16,900 mm³

plastic section modulus

r_y

25.9 mm

radius of gyration

38.1 mm

distance from edge to centroidal axis

x_p

38.1 mm

horizontal distance from edge to plastic neutral axis

Torsion

966,000 mm⁴

torsional constant

25,400 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

24.2

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

3.48 kN-m

available flexural strength

V_n

Ω_v

44.7 kN

available shear strength

W_max

9.15 kN

maximum uniform load

Open in beam calculator →

P_max

4.57 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

3.48 kN-m

available flexural strength

V_n

Ω_v

44.7 kN

available shear strength

W_max

9.15 kN

maximum uniform load

Open in beam calculator →

P_max

4.57 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

116 kN

available tensile strength

P_n

Ω_c

54.1 kN

available compressive strength

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