HSS 50.8x38.1x4.8 HSS 2x1-1/2x3/16

United States

Dimensions

50.8 mm

overall depth

37.6 mm

depth of flat wall

38.1 mm

width

24.8 mm

flat wall width

t_nom

4.76 mm

wall thickness (nominal)

t_des

4.42 mm

wall thickness (design)

Properties

5.48 kg/m

weight

658 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

206,000 mm⁴

moment of inertia

S_x

8,110 mm³

elastic section modulus

Z_x

10,500 mm³

plastic section modulus

r_x

17.7 mm

radius of gyration

25.4 mm

distance from edge to centroidal axis

y_p

25.4 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

130,000 mm⁴

moment of inertia

S_y

6,830 mm³

elastic section modulus

Z_y

8,540 mm³

plastic section modulus

r_y

14.1 mm

radius of gyration

19 mm

distance from edge to centroidal axis

x_p

19.1 mm

horizontal distance from edge to plastic neutral axis

Torsion

276,000 mm⁴

torsional constant

11,400 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

t_des

5.62

slenderness ratio

t_des

8.49

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

2.16 kN-m

available flexural strength

V_n

Ω_v

41.1 kN

available shear strength

W_max

5.67 kN

maximum uniform load

Open in beam calculator →

P_max

2.84 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1.76 kN-m

available flexural strength

V_n

Ω_v

27.2 kN

available shear strength

W_max

4.63 kN

maximum uniform load

Open in beam calculator →

P_max

2.31 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

105 kN

available tensile strength

P_n

Ω_c

14.5 kN

available compressive strength

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