HSS 168.3x7.1 HSS 6.625x0.280

United States

Dimensions

168 mm

outer diameter

t_nom

7.11 mm

wall thickness (nominal)

t_des

6.6 mm

wall thickness (design)

Properties

28.3 kg/m

weight

3,350 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

11ᴇ6 mm⁴

moment of inertia

S_x

130,000 mm³

elastic section modulus

Z_x

172,000 mm³

plastic section modulus

r_x

57.2 mm

radius of gyration

84.2 mm

distance from edge to centroidal axis

y_p

84.2 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

11ᴇ6 mm⁴

moment of inertia

S_y

130,000 mm³

elastic section modulus

Z_y

172,000 mm³

plastic section modulus

r_y

57.2 mm

radius of gyration

84.2 mm

distance from edge to centroidal axis

x_p

84.2 mm

horizontal distance from edge to plastic neutral axis

Torsion

21.9ᴇ6 mm⁴

torsional constant

261,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

25.5

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

35.5 kN-m

available flexural strength

V_n

Ω_v

208 kN

available shear strength

W_max

93.2 kN

maximum uniform load

Open in beam calculator →

P_max

46.6 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

35.5 kN-m

available flexural strength

V_n

Ω_v

208 kN

available shear strength

W_max

93.2 kN

maximum uniform load

Open in beam calculator →

P_max

46.6 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

538 kN

available tensile strength

P_n

Ω_c

563 kN

available compressive strength

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