HSS 193.7x8.3 HSS 7.625x0.328

United States

Dimensions

194 mm

outer diameter

t_nom

8.33 mm

wall thickness (nominal)

t_des

7.75 mm

wall thickness (design)

Properties

38.1 kg/m

weight

4,520 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

19.6ᴇ6 mm⁴

moment of inertia

S_x

202,000 mm³

elastic section modulus

Z_x

269,000 mm³

plastic section modulus

r_x

65.8 mm

radius of gyration

96.9 mm

distance from edge to centroidal axis

y_p

96.9 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

19.6ᴇ6 mm⁴

moment of inertia

S_y

202,000 mm³

elastic section modulus

Z_y

269,000 mm³

plastic section modulus

r_y

65.8 mm

radius of gyration

96.9 mm

distance from edge to centroidal axis

x_p

96.9 mm

horizontal distance from edge to plastic neutral axis

Torsion

39.2ᴇ6 mm⁴

torsional constant

405,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

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

55.5 kN-m

available flexural strength

V_n

Ω_v

280 kN

available shear strength

W_max

146 kN

maximum uniform load

Open in beam calculator →

P_max

72.8 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

55.5 kN-m

available flexural strength

V_n

Ω_v

280 kN

available shear strength

W_max

146 kN

maximum uniform load

Open in beam calculator →

P_max

72.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

725 kN

available tensile strength

P_n

Ω_c

798 kN

available compressive strength

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