HSS 127x4.8 HSS 5.000x0.188

United States

Dimensions

127 mm

outer diameter

t_nom

4.78 mm

wall thickness (nominal)

t_des

4.42 mm

wall thickness (design)

Properties

14.4 kg/m

weight

1,700 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

3.2ᴇ6 mm⁴

moment of inertia

S_x

50,500 mm³

elastic section modulus

Z_x

66,400 mm³

plastic section modulus

r_x

43.4 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

3.2ᴇ6 mm⁴

moment of inertia

S_y

50,500 mm³

elastic section modulus

Z_y

66,400 mm³

plastic section modulus

r_y

43.4 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

6.41ᴇ6 mm⁴

torsional constant

101,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

28.7

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

13.7 kN-m

available flexural strength

V_n

Ω_v

105 kN

available shear strength

W_max

36 kN

maximum uniform load

Open in beam calculator →

P_max

18 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

13.7 kN-m

available flexural strength

V_n

Ω_v

105 kN

available shear strength

W_max

36 kN

maximum uniform load

Open in beam calculator →

P_max

18 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

273 kN

available tensile strength

P_n

Ω_c

245 kN

available compressive strength

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