HSS 76.2x5.5 HSS 3.000x0.216

United States

Dimensions

76.2 mm

outer diameter

t_nom

5.49 mm

wall thickness (nominal)

t_des

5.11 mm

wall thickness (design)

Properties

9.57 kg/m

weight

1,140 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

724,000 mm⁴

moment of inertia

S_x

19,000 mm³

elastic section modulus

Z_x

25,900 mm³

plastic section modulus

r_x

25.2 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

724,000 mm⁴

moment of inertia

S_y

19,000 mm³

elastic section modulus

Z_y

25,900 mm³

plastic section modulus

r_y

25.2 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

1.45ᴇ6 mm⁴

torsional constant

38,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

14.9

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

5.34 kN-m

available flexural strength

V_n

Ω_v

70.7 kN

available shear strength

W_max

14 kN

maximum uniform load

Open in beam calculator →

P_max

7.01 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

5.34 kN-m

available flexural strength

V_n

Ω_v

70.7 kN

available shear strength

W_max

14 kN

maximum uniform load

Open in beam calculator →

P_max

7.01 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

183 kN

available tensile strength

P_n

Ω_c

80.9 kN

available compressive strength

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