HSS 558.8x15.9 HSS 22.000x0.625

United States

Dimensions

559 mm

outer diameter

t_nom

15.9 mm

wall thickness (nominal)

t_des

14.8 mm

wall thickness (design)

Properties

213 kg/m

weight

25,200 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

932ᴇ6 mm⁴

moment of inertia

S_x

3.34ᴇ6 mm³

elastic section modulus

Z_x

4.38ᴇ6 mm³

plastic section modulus

r_x

193 mm

radius of gyration

279 mm

distance from edge to centroidal axis

y_p

279 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

932ᴇ6 mm⁴

moment of inertia

S_y

3.34ᴇ6 mm³

elastic section modulus

Z_y

4.38ᴇ6 mm³

plastic section modulus

r_y

193 mm

radius of gyration

279 mm

distance from edge to centroidal axis

x_p

279 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.87ᴇ9 mm⁴

torsional constant

6.68ᴇ6 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

37.8

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

903 kN-m

available flexural strength

V_n

Ω_v

1,560 kN

available shear strength

W_max

2,370 kN

maximum uniform load

Open in beam calculator →

P_max

1,190 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

903 kN-m

available flexural strength

V_n

Ω_v

1,560 kN

available shear strength

W_max

2,370 kN

maximum uniform load

Open in beam calculator →

P_max

1,190 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,040 kN

available tensile strength

P_n

Ω_c

5,110 kN

available compressive strength

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