HSS 63.5x4.8 HSS 2.500x0.188

United States

Dimensions

63.5 mm

outer diameter

t_nom

4.78 mm

wall thickness (nominal)

t_des

4.42 mm

wall thickness (design)

Properties

6.92 kg/m

weight

819 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

360,000 mm⁴

moment of inertia

S_x

11,300 mm³

elastic section modulus

Z_x

15,500 mm³

plastic section modulus

r_x

21 mm

radius of gyration

31.7 mm

distance from edge to centroidal axis

y_p

31.7 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

360,000 mm⁴

moment of inertia

S_y

11,300 mm³

elastic section modulus

Z_y

15,500 mm³

plastic section modulus

r_y

21 mm

radius of gyration

31.8 mm

distance from edge to centroidal axis

x_p

31.7 mm

horizontal distance from edge to plastic neutral axis

Torsion

720,000 mm⁴

torsional constant

22,700 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

14.4

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

3.19 kN-m

available flexural strength

V_n

Ω_v

50.7 kN

available shear strength

W_max

8.37 kN

maximum uniform load

Open in beam calculator →

P_max

4.19 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

3.19 kN-m

available flexural strength

V_n

Ω_v

50.7 kN

available shear strength

W_max

8.37 kN

maximum uniform load

Open in beam calculator →

P_max

4.19 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

131 kN

available tensile strength

P_n

Ω_c

40.1 kN

available compressive strength

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