HSS 63.5x50.8x3.2 HSS 2-1/2x2x1/8

United States

Dimensions

63.5 mm

overall depth

54.6 mm

depth of flat wall

50.8 mm

width

41.9 mm

flat wall width

t_nom

3.18 mm

wall thickness (nominal)

t_des

2.95 mm

wall thickness (design)

Properties

5.18 kg/m

weight

617 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

347,000 mm⁴

moment of inertia

S_x

10,900 mm³

elastic section modulus

Z_x

13,300 mm³

plastic section modulus

r_x

23.7 mm

radius of gyration

31.8 mm

distance from edge to centroidal axis

y_p

31.8 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

245,000 mm⁴

moment of inertia

S_y

9,650 mm³

elastic section modulus

Z_y

11,400 mm³

plastic section modulus

r_y

19.9 mm

radius of gyration

25.4 mm

distance from edge to centroidal axis

x_p

25.4 mm

horizontal distance from edge to plastic neutral axis

Torsion

466,000 mm⁴

torsional constant

15,400 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

t_des

14.2

slenderness ratio

t_des

18.6

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

2.74 kN-m

available flexural strength

V_n

Ω_v

39.9 kN

available shear strength

W_max

7.18 kN

maximum uniform load

Open in beam calculator →

P_max

3.59 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

2.35 kN-m

available flexural strength

V_n

Ω_v

30.6 kN

available shear strength

W_max

6.16 kN

maximum uniform load

Open in beam calculator →

P_max

3.08 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

98.9 kN

available tensile strength

P_n

Ω_c

27.4 kN

available compressive strength

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