HSS 660.4x12.7 HSS 26.000x0.500

United States

Dimensions

660 mm

outer diameter

t_nom

12.7 mm

wall thickness (nominal)

t_des

11.8 mm

wall thickness (design)

Properties

203 kg/m

weight

24,100 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

1.27ᴇ9 mm⁴

moment of inertia

S_x

3.83ᴇ6 mm³

elastic section modulus

Z_x

4.97ᴇ6 mm³

plastic section modulus

r_x

229 mm

radius of gyration

330 mm

distance from edge to centroidal axis

y_p

330 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

1.27ᴇ9 mm⁴

moment of inertia

S_y

3.83ᴇ6 mm³

elastic section modulus

Z_y

4.97ᴇ6 mm³

plastic section modulus

r_y

229 mm

radius of gyration

330 mm

distance from edge to centroidal axis

x_p

330 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.53ᴇ9 mm⁴

torsional constant

7.67ᴇ6 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

55.9

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

964 kN-m

available flexural strength

V_n

Ω_v

1,490 kN

available shear strength

W_max

2,530 kN

maximum uniform load

Open in beam calculator →

P_max

1,270 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

964 kN-m

available flexural strength

V_n

Ω_v

1,490 kN

available shear strength

W_max

2,530 kN

maximum uniform load

Open in beam calculator →

P_max

1,270 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,860 kN

available tensile strength

P_n

Ω_c

4,900 kN

available compressive strength

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