HSS 609.6x9.5 HSS 24.000x0.375

United States

Dimensions

610 mm

outer diameter

t_nom

9.52 mm

wall thickness (nominal)

t_des

8.86 mm

wall thickness (design)

Properties

141 kg/m

weight

16,700 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

753ᴇ6 mm⁴

moment of inertia

S_x

2.47ᴇ6 mm³

elastic section modulus

Z_x

3.2ᴇ6 mm³

plastic section modulus

r_x

212 mm

radius of gyration

305 mm

distance from edge to centroidal axis

y_p

305 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

753ᴇ6 mm⁴

moment of inertia

S_y

2.47ᴇ6 mm³

elastic section modulus

Z_y

3.2ᴇ6 mm³

plastic section modulus

r_y

212 mm

radius of gyration

305 mm

distance from edge to centroidal axis

x_p

305 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.51ᴇ9 mm⁴

torsional constant

4.95ᴇ6 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

68.8

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

601 kN-m

available flexural strength

V_n

Ω_v

1,030 kN

available shear strength

W_max

1,580 kN

maximum uniform load

Open in beam calculator →

P_max

789 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

601 kN-m

available flexural strength

V_n

Ω_v

1,030 kN

available shear strength

W_max

1,580 kN

maximum uniform load

Open in beam calculator →

P_max

789 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,680 kN

available tensile strength

P_n

Ω_c

3,350 kN

available compressive strength

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