HSS 48.3x3.7 HSS 1.900x0.145

United States

Dimensions

48.3 mm

outer diameter

t_nom

3.68 mm

wall thickness (nominal)

t_des

3.43 mm

wall thickness (design)

Properties

4.05 kg/m

weight

483 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

122,000 mm⁴

moment of inertia

S_x

5,060 mm³

elastic section modulus

Z_x

6,900 mm³

plastic section modulus

r_x

15.9 mm

radius of gyration

24.1 mm

distance from edge to centroidal axis

y_p

24.1 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

122,000 mm⁴

moment of inertia

S_y

5,060 mm³

elastic section modulus

Z_y

6,900 mm³

plastic section modulus

r_y

15.9 mm

radius of gyration

24.1 mm

distance from edge to centroidal axis

x_p

24.1 mm

horizontal distance from edge to plastic neutral axis

Torsion

244,000 mm⁴

torsional constant

10,100 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

14.1

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

1.42 kN-m

available flexural strength

V_n

Ω_v

29.9 kN

available shear strength

W_max

3.74 kN

maximum uniform load

Open in beam calculator →

P_max

1.87 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1.42 kN-m

available flexural strength

V_n

Ω_v

29.9 kN

available shear strength

W_max

3.74 kN

maximum uniform load

Open in beam calculator →

P_max

1.87 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

77.5 kN

available tensile strength

P_n

Ω_c

13.6 kN

available compressive strength

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