HSS 177.8x7.9 HSS 7.000x0.312

United States

Dimensions

178 mm

outer diameter

t_nom

7.92 mm

wall thickness (nominal)

t_des

7.39 mm

wall thickness (design)

Properties

33.2 kg/m

weight

3,950 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

14.4ᴇ6 mm⁴

moment of inertia

S_x

162,000 mm³

elastic section modulus

Z_x

215,000 mm³

plastic section modulus

r_x

60.2 mm

radius of gyration

88.9 mm

distance from edge to centroidal axis

y_p

88.9 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

14.4ᴇ6 mm⁴

moment of inertia

S_y

162,000 mm³

elastic section modulus

Z_y

215,000 mm³

plastic section modulus

r_y

60.2 mm

radius of gyration

88.9 mm

distance from edge to centroidal axis

x_p

88.9 mm

horizontal distance from edge to plastic neutral axis

Torsion

28.8ᴇ6 mm⁴

torsional constant

324,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

24.1

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

44.3 kN-m

available flexural strength

V_n

Ω_v

245 kN

available shear strength

W_max

116 kN

maximum uniform load

Open in beam calculator →

P_max

58.2 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

44.3 kN-m

available flexural strength

V_n

Ω_v

245 kN

available shear strength

W_max

116 kN

maximum uniform load

Open in beam calculator →

P_max

58.2 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

634 kN

available tensile strength

P_n

Ω_c

677 kN

available compressive strength

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