HSS 219.1x4.8 HSS 8.625x0.188

United States

Dimensions

219 mm

outer diameter

t_nom

4.78 mm

wall thickness (nominal)

t_des

4.42 mm

wall thickness (design)

Properties

25.2 kg/m

weight

2,980 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

17.2ᴇ6 mm⁴

moment of inertia

S_x

157,000 mm³

elastic section modulus

Z_x

203,000 mm³

plastic section modulus

r_x

75.9 mm

radius of gyration

110 mm

distance from edge to centroidal axis

y_p

110 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

17.2ᴇ6 mm⁴

moment of inertia

S_y

157,000 mm³

elastic section modulus

Z_y

203,000 mm³

plastic section modulus

r_y

75.9 mm

radius of gyration

110 mm

distance from edge to centroidal axis

x_p

110 mm

horizontal distance from edge to plastic neutral axis

Torsion

34.3ᴇ6 mm⁴

torsional constant

314,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

49.6

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

40.3 kN-m

available flexural strength

V_n

Ω_v

185 kN

available shear strength

W_max

106 kN

maximum uniform load

Open in beam calculator →

P_max

52.9 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

40.3 kN-m

available flexural strength

V_n

Ω_v

185 kN

available shear strength

W_max

106 kN

maximum uniform load

Open in beam calculator →

P_max

52.9 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

478 kN

available tensile strength

P_n

Ω_c

547 kN

available compressive strength

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