HSS 127x3.2 HSS 5.000x0.125

United States

Dimensions

127 mm

outer diameter

t_nom

3.18 mm

wall thickness (nominal)

t_des

2.95 mm

wall thickness (design)

Properties

9.69 kg/m

weight

1,150 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

2.21ᴇ6 mm⁴

moment of inertia

S_x

34,700 mm³

elastic section modulus

Z_x

45,400 mm³

plastic section modulus

r_x

43.9 mm

radius of gyration

63.5 mm

distance from edge to centroidal axis

y_p

63.5 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

2.21ᴇ6 mm⁴

moment of inertia

S_y

34,700 mm³

elastic section modulus

Z_y

45,400 mm³

plastic section modulus

r_y

43.9 mm

radius of gyration

63.5 mm

distance from edge to centroidal axis

x_p

63.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.41ᴇ6 mm⁴

torsional constant

69,600 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

43.1

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

9.2 kN-m

available flexural strength

V_n

Ω_v

71.1 kN

available shear strength

W_max

24.1 kN

maximum uniform load

Open in beam calculator →

P_max

12.1 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

9.2 kN-m

available flexural strength

V_n

Ω_v

71.1 kN

available shear strength

W_max

24.1 kN

maximum uniform load

Open in beam calculator →

P_max

12.1 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

184 kN

available tensile strength

P_n

Ω_c

167 kN

available compressive strength

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